From 94223da733ff9bdedd57c9ca852e6bc941ee2f73 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 09:50:54 -0700 Subject: [PATCH 01/24] bc - added HAZUS fragility functions for transportation network components --- .../resources/fragility_DB_HAZUS_TRNSP.csv | 35 +++++++++++++++++++ 1 file changed, 35 insertions(+) create mode 100644 pelicun/resources/fragility_DB_HAZUS_TRNSP.csv diff --git a/pelicun/resources/fragility_DB_HAZUS_TRNSP.csv b/pelicun/resources/fragility_DB_HAZUS_TRNSP.csv new file mode 100644 index 000000000..9b118ffdf --- /dev/null +++ b/pelicun/resources/fragility_DB_HAZUS_TRNSP.csv @@ -0,0 +1,35 @@ +ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights +HRD1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, +HRD2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, +HWB1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, +HWB2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GF,0,Permanent Ground Deformation,inch,0,0,,,,,,,,,lognormal,3.9,0.2,,lognormal,13.8,0.2, +HTU1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, +HTU2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, +HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, From 46adefbe5e43e88a2cb987d4cb3d319c4ed52efe Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 09:52:09 -0700 Subject: [PATCH 02/24] bc - added the descriptions for HAZUS transportation fragilities --- .../resources/fragility_DB_HAZUS_TRNSP.json | 875 ++++++++++++++++++ 1 file changed, 875 insertions(+) create mode 100644 pelicun/resources/fragility_DB_HAZUS_TRNSP.json diff --git a/pelicun/resources/fragility_DB_HAZUS_TRNSP.json b/pelicun/resources/fragility_DB_HAZUS_TRNSP.json new file mode 100644 index 000000000..d526ed69c --- /dev/null +++ b/pelicun/resources/fragility_DB_HAZUS_TRNSP.json @@ -0,0 +1,875 @@ +{ + "HRD1": { + "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." + } + } + } + }, + "HRD2": { + "Description": "Urban roads including intercity roads and other roads with two lanes.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." + } + } + } + }, + "HWB1": { + "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB2": { + "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB3": { + "Description": "Conventional (early seismic) design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB4": { + "Description": "Modern seismic design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB5": { + "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB6": { + "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB7": { + "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB8": { + "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB9": { + "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB10": { + "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB11": { + "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB12": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB13": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB14": { + "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB15": { + "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB16": { + "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB17": { + "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB18": { + "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB19": { + "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB20": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB21": { + "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB22": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB23": { + "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB24": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB25": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB26": { + "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB27": { + "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB28": { + "Description": "A bridge that is not classified as HWB1-HWB27", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GF": { + "Description": "All bridges subjected ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS3": { + "DS3": { + "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Partial or total bridge collapse" + } + } + } + }, + "HTU1": { + "Description": "Any bored/drilled tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU2": { + "Description": "Any cut & cover tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU.GF": { + "Description": "Any tunnel subjected to ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" + } + } + } + } +} From 35463c4634750a93b0ebb518a7d3d8d5565e9c68 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 13:05:40 -0700 Subject: [PATCH 03/24] bc - new example for damage calculation for transportation network components --- pelicun/examples/003/CMP_QNT.csv | 4 ++++ pelicun/examples/003/demands.csv | 2 ++ pelicun/examples/003/input.json | 30 ++++++++++++++++++++++++++++++ 3 files changed, 36 insertions(+) create mode 100644 pelicun/examples/003/CMP_QNT.csv create mode 100644 pelicun/examples/003/demands.csv create mode 100644 pelicun/examples/003/input.json diff --git a/pelicun/examples/003/CMP_QNT.csv b/pelicun/examples/003/CMP_QNT.csv new file mode 100644 index 000000000..193551817 --- /dev/null +++ b/pelicun/examples/003/CMP_QNT.csv @@ -0,0 +1,4 @@ +ID,Units,Location,Direction,Theta_0,Blocks,Family,Theta_1,Comment +HWB3,ea,1,1,1,1,,, +HRD1,ea,2,1,1,1,,, +HTU1,ea,3,1,1,1,,, diff --git a/pelicun/examples/003/demands.csv b/pelicun/examples/003/demands.csv new file mode 100644 index 000000000..74f42abe3 --- /dev/null +++ b/pelicun/examples/003/demands.csv @@ -0,0 +1,2 @@ +,1-SA_1.0-1-1,1-PGD-2-1,1-PGA-3-1 +0,1.5,60,0.9 diff --git a/pelicun/examples/003/input.json b/pelicun/examples/003/input.json new file mode 100644 index 000000000..c15893955 --- /dev/null +++ b/pelicun/examples/003/input.json @@ -0,0 +1,30 @@ +{ + "DL": { + "Asset": { + "ComponentAssignmentFile": "CMP_QNT.csv", + "ComponentDatabase": "User Defined", + "ComponentDatabasePath": "PelicunDefault/fragility_DB_HAZUS_TRNSP.csv" + + }, + "Damage": { + "DamageProcess": "PelicunDefault/fragility_DB_HAZUS_TRNSP.csv" + }, + "Demands": { + "Calibration": { + "ALL": { + "DistributionFamily": "empirical" + } + }, + "DemandFilePath": "demands.csv", + "SampleSize": "500" + } + }, + "GeneralInformation": { + "units": { + "force": "kips", + "length": "in", + "temperature": "C", + "time": "sec" + } + } +} From be08b851a0ee3bb1f605ba4b2fd8c70a4ef6eca2 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 17:45:27 -0700 Subject: [PATCH 04/24] bc- updated Example 3 with the latest transportation archetype names --- pelicun/examples/003/CMP_QNT.csv | 6 +- pelicun/examples/003/input.json | 4 +- pelicun/resources/fragility_DB_HAZUS_EQ.csv | 266 ------ .../resources/fragility_DB_HAZUS_TRNSP.csv | 35 - .../resources/fragility_DB_HAZUS_TRNSP.json | 875 ------------------ pelicun/tools/DL_calculation.py | 769 ++++++++++++--- 6 files changed, 633 insertions(+), 1322 deletions(-) delete mode 100644 pelicun/resources/fragility_DB_HAZUS_EQ.csv delete mode 100644 pelicun/resources/fragility_DB_HAZUS_TRNSP.csv delete mode 100644 pelicun/resources/fragility_DB_HAZUS_TRNSP.json diff --git a/pelicun/examples/003/CMP_QNT.csv b/pelicun/examples/003/CMP_QNT.csv index 193551817..1c04155cf 100644 --- a/pelicun/examples/003/CMP_QNT.csv +++ b/pelicun/examples/003/CMP_QNT.csv @@ -1,4 +1,4 @@ ID,Units,Location,Direction,Theta_0,Blocks,Family,Theta_1,Comment -HWB3,ea,1,1,1,1,,, -HRD1,ea,2,1,1,1,,, -HTU1,ea,3,1,1,1,,, +HWB.GS.3,ea,1,1,1,1,,, +HRD.GF.1,ea,2,1,1,1,,, +HTU.GS.1,ea,3,1,1,1,,, diff --git a/pelicun/examples/003/input.json b/pelicun/examples/003/input.json index c15893955..7df59c56d 100644 --- a/pelicun/examples/003/input.json +++ b/pelicun/examples/003/input.json @@ -3,11 +3,11 @@ "Asset": { "ComponentAssignmentFile": "CMP_QNT.csv", "ComponentDatabase": "User Defined", - "ComponentDatabasePath": "PelicunDefault/fragility_DB_HAZUS_TRNSP.csv" + "ComponentDatabasePath": "PelicunDefault/fragility_DB_Hazus_EQ_trnsp.csv" }, "Damage": { - "DamageProcess": "PelicunDefault/fragility_DB_HAZUS_TRNSP.csv" + "DamageProcess": "PelicunDefault/fragility_DB_Hazus_EQ_trnsp.csv" }, "Demands": { "Calibration": { diff --git a/pelicun/resources/fragility_DB_HAZUS_EQ.csv b/pelicun/resources/fragility_DB_HAZUS_EQ.csv deleted file mode 100644 index daecad414..000000000 --- a/pelicun/resources/fragility_DB_HAZUS_EQ.csv +++ /dev/null @@ -1,266 +0,0 @@ -ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights -STR.W1.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03 -STR.W1.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 -STR.W1.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 -STR.W1.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03 -STR.W2.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03 -STR.W2.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 -STR.W2.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 -STR.W2.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03 -STR.S1L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.012,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.92 | 0.08 -STR.S1L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0104,0.4,,lognormal,0.0235,0.4,,lognormal,0.06,0.4,0.92 | 0.08 -STR.S1L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0096,0.4,,lognormal,0.0203,0.4,,lognormal,0.05,0.4,0.92 | 0.08 -STR.S1L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0048,0.4,,lognormal,0.0076,0.4,,lognormal,0.0162,0.4,,lognormal,0.04,0.4,0.92 | 0.08 -STR.S1M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.95 | 0.05 -STR.S1M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0157,0.4,,lognormal,0.04,0.4,0.95 | 0.05 -STR.S1M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0135,0.4,,lognormal,0.0333,0.4,0.95 | 0.05 -STR.S1M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0108,0.4,,lognormal,0.0267,0.4,0.95 | 0.05 -STR.S1H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.97 | 0.03 -STR.S1H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.0052,0.4,,lognormal,0.0118,0.4,,lognormal,0.03,0.4,0.97 | 0.03 -STR.S1H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.0048,0.4,,lognormal,0.0101,0.4,,lognormal,0.025,0.4,0.97 | 0.03 -STR.S1H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0038,0.4,,lognormal,0.0081,0.4,,lognormal,0.02,0.4,0.97 | 0.03 -STR.S2L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.92 | 0.08 -STR.S2L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.0087,0.4,,lognormal,0.0233,0.4,,lognormal,0.06,0.4,0.92 | 0.08 -STR.S2L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.05,0.4,0.92 | 0.08 -STR.S2L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.016,0.4,,lognormal,0.04,0.4,0.92 | 0.08 -STR.S2M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.95 | 0.05 -STR.S2M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0058,0.4,,lognormal,0.0156,0.4,,lognormal,0.04,0.4,0.95 | 0.05 -STR.S2M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0053,0.4,,lognormal,0.0133,0.4,,lognormal,0.0333,0.4,0.95 | 0.05 -STR.S2M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0267,0.4,0.95 | 0.05 -STR.S2H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.97 | 0.03 -STR.S2H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.0043,0.4,,lognormal,0.0117,0.4,,lognormal,0.03,0.4,0.97 | 0.03 -STR.S2H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.025,0.4,0.97 | 0.03 -STR.S2H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,0.97 | 0.03 -STR.S3.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03 -STR.S3.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.97 | 0.03 -STR.S3.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.97 | 0.03 -STR.S3.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.97 | 0.03 -STR.S4L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.92 | 0.08 -STR.S4L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.92 | 0.08 -STR.S4L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.92 | 0.08 -STR.S4L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.92 | 0.08 -STR.S4M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.95 | 0.05 -STR.S4M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.95 | 0.05 -STR.S4M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.95 | 0.05 -STR.S4M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.95 | 0.05 -STR.S4H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.97 | 0.03 -STR.S4H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0093,0.4,,lognormal,0.0262,0.4,0.97 | 0.03 -STR.S4H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.97 | 0.03 -STR.S4H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.97 | 0.03 -STR.S5L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.92 | 0.08 -STR.S5L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.92 | 0.08 -STR.S5M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.95 | 0.05 -STR.S5M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.95 | 0.05 -STR.S5H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0015,0.4,,lognormal,0.003,0.4,,lognormal,0.0075,0.4,,lognormal,0.0175,0.4,0.97 | 0.03 -STR.S5H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0012,0.4,,lognormal,0.0024,0.4,,lognormal,0.006,0.4,,lognormal,0.014,0.4,0.97 | 0.03 -STR.C1L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13 -STR.C1L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.0087,0.4,,lognormal,0.0233,0.4,,lognormal,0.06,0.4,0.87 | 0.13 -STR.C1L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.05,0.4,0.87 | 0.13 -STR.C1L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.016,0.4,,lognormal,0.04,0.4,0.87 | 0.13 -STR.C1M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.9 | 0.1 -STR.C1M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0058,0.4,,lognormal,0.0156,0.4,,lognormal,0.04,0.4,0.9 | 0.1 -STR.C1M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0053,0.4,,lognormal,0.0133,0.4,,lognormal,0.0333,0.4,0.9 | 0.1 -STR.C1M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0267,0.4,0.9 | 0.1 -STR.C1H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.95 | 0.05 -STR.C1H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.0043,0.4,,lognormal,0.0117,0.4,,lognormal,0.03,0.4,0.95 | 0.05 -STR.C1H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.025,0.4,0.95 | 0.05 -STR.C1H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,0.95 | 0.05 -STR.C2L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13 -STR.C2L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0084,0.4,,lognormal,0.0232,0.4,,lognormal,0.06,0.4,0.87 | 0.13 -STR.C2L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0076,0.4,,lognormal,0.0197,0.4,,lognormal,0.05,0.4,0.87 | 0.13 -STR.C2L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0061,0.4,,lognormal,0.0158,0.4,,lognormal,0.04,0.4,0.87 | 0.13 -STR.C2M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.9 | 0.1 -STR.C2M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0056,0.4,,lognormal,0.0154,0.4,,lognormal,0.04,0.4,0.9 | 0.1 -STR.C2M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0051,0.4,,lognormal,0.0132,0.4,,lognormal,0.0333,0.4,0.9 | 0.1 -STR.C2M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0041,0.4,,lognormal,0.0105,0.4,,lognormal,0.0267,0.4,0.9 | 0.1 -STR.C2H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.95 | 0.05 -STR.C2H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0042,0.4,,lognormal,0.0116,0.4,,lognormal,0.03,0.4,0.95 | 0.05 -STR.C2H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0038,0.4,,lognormal,0.0099,0.4,,lognormal,0.025,0.4,0.95 | 0.05 -STR.C2H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0031,0.4,,lognormal,0.0079,0.4,,lognormal,0.02,0.4,0.95 | 0.05 -STR.C3L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15 -STR.C3L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15 -STR.C3M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.87 | 0.13 -STR.C3M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.87 | 0.13 -STR.C3H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0015,0.4,,lognormal,0.003,0.4,,lognormal,0.0075,0.4,,lognormal,0.0175,0.4,0.9 | 0.1 -STR.C3H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0012,0.4,,lognormal,0.0024,0.4,,lognormal,0.006,0.4,,lognormal,0.014,0.4,0.9 | 0.1 -STR.PC1.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15 -STR.PC1.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15 -STR.PC1.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15 -STR.PC1.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15 -STR.PC2L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15 -STR.PC2L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15 -STR.PC2L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15 -STR.PC2L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15 -STR.PC2M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.87 | 0.13 -STR.PC2M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.87 | 0.13 -STR.PC2M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.87 | 0.13 -STR.PC2M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.87 | 0.13 -STR.PC2H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.9 | 0.1 -STR.PC2H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0094,0.4,,lognormal,0.0263,0.4,0.9 | 0.1 -STR.PC2H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.9 | 0.1 -STR.PC2H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.9 | 0.1 -STR.RM1L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13 -STR.RM1L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13 -STR.RM1L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13 -STR.RM1L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13 -STR.RM1M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.9 | 0.1 -STR.RM1M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.9 | 0.1 -STR.RM1M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.9 | 0.1 -STR.RM1M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.9 | 0.1 -STR.RM2L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13 -STR.RM2L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13 -STR.RM2L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13 -STR.RM2L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13 -STR.RM2M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.9 | 0.1 -STR.RM2M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.9 | 0.1 -STR.RM2M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.9 | 0.1 -STR.RM2M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.9 | 0.1 -STR.RM2H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.95 | 0.05 -STR.RM2H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0094,0.4,,lognormal,0.0263,0.4,0.95 | 0.05 -STR.RM2H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.95 | 0.05 -STR.RM2H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.95 | 0.05 -STR.URML.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15 -STR.URML.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15 -STR.URMM.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.85 | 0.15 -STR.URMM.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.85 | 0.15 -STR.MH.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03 -STR.MH.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03 -STR.MH.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03 -STR.MH.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0064,0.4,,lognormal,0.0192,0.4,,lognormal,0.056,0.4,0.97 | 0.03 -NSD,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.5,,lognormal,0.008,0.5,,lognormal,0.025,0.5,,lognormal,0.05,0.5, -NSA.HC,0,Peak Floor Acceleration,g,0,0,lognormal,0.3,0.6,,lognormal,0.6,0.6,,lognormal,1.2,0.6,,lognormal,2.4,0.6, -NSA.MC,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.6,,lognormal,0.5,0.6,,lognormal,1,0.6,,lognormal,2,0.6, -NSA.LC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6, -NSA.PC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6, -LF.W1.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.65,,lognormal,0.55,0.65,,lognormal,1.28,0.65,,lognormal,2.01,0.65,0.97 | 0.03 -LF.W1.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.43,0.65,,lognormal,0.91,0.65,,lognormal,1.34,0.65,0.97 | 0.03 -LF.W1.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.34,0.65,,lognormal,0.61,0.65,,lognormal,0.95,0.65,0.97 | 0.03 -LF.W1.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.29,0.65,,lognormal,0.51,0.65,,lognormal,0.77,0.65,0.97 | 0.03 -LF.W2.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.65,,lognormal,0.56,0.65,,lognormal,1.15,0.65,,lognormal,2.08,0.65,0.97 | 0.03 -LF.W2.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.35,0.65,,lognormal,0.64,0.65,,lognormal,1.13,0.65,0.97 | 0.03 -LF.W2.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.23,0.65,,lognormal,0.48,0.65,,lognormal,0.75,0.65,0.97 | 0.03 -LF.W2.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.19,0.65,,lognormal,0.37,0.65,,lognormal,0.6,0.65,0.97 | 0.03 -LF.S1L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.19,0.65,,lognormal,0.31,0.65,,lognormal,0.64,0.65,,lognormal,1.49,0.65,0.92 | 0.08 -LF.S1L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.22,0.65,,lognormal,0.42,0.65,,lognormal,0.8,0.65,0.92 | 0.08 -LF.S1L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.3,0.65,,lognormal,0.48,0.65,0.92 | 0.08 -LF.S1L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.22,0.65,,lognormal,0.38,0.65,0.92 | 0.08 -LF.S1M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.26,0.65,,lognormal,0.62,0.65,,lognormal,1.43,0.65,0.95 | 0.05 -LF.S1M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.21,0.65,,lognormal,0.44,0.65,,lognormal,0.82,0.65,0.95 | 0.05 -LF.S1M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.18,0.65,,lognormal,0.29,0.65,,lognormal,0.49,0.65,0.95 | 0.05 -LF.S1M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.23,0.65,,lognormal,0.39,0.65,0.95 | 0.05 -LF.S1H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.21,0.65,,lognormal,0.52,0.65,,lognormal,1.31,0.65,0.97 | 0.03 -LF.S1H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.18,0.65,,lognormal,0.39,0.65,,lognormal,0.78,0.65,0.97 | 0.03 -LF.S1H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.15,0.65,,lognormal,0.28,0.65,,lognormal,0.48,0.65,0.97 | 0.03 -LF.S1H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.12,0.65,,lognormal,0.22,0.65,,lognormal,0.38,0.65,0.97 | 0.03 -LF.S2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.41,0.65,,lognormal,0.76,0.65,,lognormal,1.46,0.65,0.92 | 0.08 -LF.S2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.26,0.65,,lognormal,0.46,0.65,,lognormal,0.84,0.65,0.92 | 0.08 -LF.S2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.3,0.65,,lognormal,0.5,0.65,0.92 | 0.08 -LF.S2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.14,0.65,,lognormal,0.23,0.65,,lognormal,0.39,0.65,0.92 | 0.08 -LF.S2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.27,0.65,,lognormal,0.73,0.65,,lognormal,1.62,0.65,0.95 | 0.05 -LF.S2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.22,0.65,,lognormal,0.53,0.65,,lognormal,0.97,0.65,0.95 | 0.05 -LF.S2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.18,0.65,,lognormal,0.35,0.65,,lognormal,0.58,0.65,0.95 | 0.05 -LF.S2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.14,0.65,,lognormal,0.28,0.65,,lognormal,0.47,0.65,0.95 | 0.05 -LF.S2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.22,0.65,,lognormal,0.65,0.65,,lognormal,1.6,0.65,0.97 | 0.03 -LF.S2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.19,0.65,,lognormal,0.49,0.65,,lognormal,1.02,0.65,0.97 | 0.03 -LF.S2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.17,0.65,,lognormal,0.36,0.65,,lognormal,0.63,0.65,0.97 | 0.03 -LF.S2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.29,0.65,,lognormal,0.5,0.65,0.97 | 0.03 -LF.S3.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.26,0.65,,lognormal,0.54,0.65,,lognormal,1,0.65,0.97 | 0.03 -LF.S3.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.19,0.65,,lognormal,0.33,0.65,,lognormal,0.6,0.65,0.97 | 0.03 -LF.S3.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.13,0.65,,lognormal,0.2,0.65,,lognormal,0.38,0.65,0.97 | 0.03 -LF.S3.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.1,0.65,,lognormal,0.16,0.65,,lognormal,0.3,0.65,0.97 | 0.03 -LF.S4L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.39,0.65,,lognormal,0.71,0.65,,lognormal,1.33,0.65,0.92 | 0.08 -LF.S4L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.19,0.65,,lognormal,0.26,0.65,,lognormal,0.41,0.65,,lognormal,0.78,0.65,0.92 | 0.08 -LF.S4L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.16,0.65,,lognormal,0.26,0.65,,lognormal,0.46,0.65,0.92 | 0.08 -LF.S4L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.13,0.65,,lognormal,0.2,0.65,,lognormal,0.36,0.65,0.92 | 0.08 -LF.S4M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.28,0.65,,lognormal,0.73,0.65,,lognormal,1.56,0.65,0.95 | 0.05 -LF.S4M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.22,0.65,,lognormal,0.51,0.65,,lognormal,0.92,0.65,0.95 | 0.05 -LF.S4M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.31,0.65,,lognormal,0.54,0.65,0.95 | 0.05 -LF.S4M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.25,0.65,,lognormal,0.43,0.65,0.95 | 0.05 -LF.S4H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.25,0.65,,lognormal,0.69,0.65,,lognormal,1.63,0.65,0.97 | 0.03 -LF.S4H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.21,0.65,,lognormal,0.51,0.65,,lognormal,0.97,0.65,0.97 | 0.03 -LF.S4H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.33,0.65,,lognormal,0.59,0.65,0.97 | 0.03 -LF.S4H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.27,0.65,,lognormal,0.47,0.65,0.97 | 0.03 -LF.S5L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.28,0.65,,lognormal,0.45,0.65,0.92 | 0.08 -LF.S5L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.14,0.65,,lognormal,0.22,0.65,,lognormal,0.37,0.65,0.92 | 0.08 -LF.S5M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.34,0.65,,lognormal,0.53,0.65,0.95 | 0.05 -LF.S5M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.28,0.65,,lognormal,0.43,0.65,0.95 | 0.05 -LF.S5H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.18,0.65,,lognormal,0.35,0.65,,lognormal,0.58,0.65,0.97 | 0.03 -LF.S5H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.14,0.65,,lognormal,0.29,0.65,,lognormal,0.46,0.65,0.97 | 0.03 -LF.C1L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.21,0.65,,lognormal,0.35,0.65,,lognormal,0.7,0.65,,lognormal,1.37,0.65,0.87 | 0.13 -LF.C1L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.23,0.65,,lognormal,0.41,0.65,,lognormal,0.77,0.65,0.87 | 0.13 -LF.C1L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.15,0.65,,lognormal,0.27,0.65,,lognormal,0.45,0.65,0.87 | 0.13 -LF.C1L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.12,0.65,,lognormal,0.21,0.65,,lognormal,0.36,0.65,0.87 | 0.13 -LF.C1M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.27,0.65,,lognormal,0.73,0.65,,lognormal,1.61,0.65,0.9 | 0.1 -LF.C1M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.21,0.65,,lognormal,0.49,0.65,,lognormal,0.89,0.65,0.9 | 0.1 -LF.C1M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.32,0.65,,lognormal,0.54,0.65,0.9 | 0.1 -LF.C1M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.26,0.65,,lognormal,0.43,0.65,0.9 | 0.1 -LF.C1H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.22,0.65,,lognormal,0.62,0.65,,lognormal,1.35,0.65,0.95 | 0.05 -LF.C1H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.41,0.65,,lognormal,0.74,0.65,0.95 | 0.05 -LF.C1H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.15,0.65,,lognormal,0.27,0.65,,lognormal,0.44,0.65,0.95 | 0.05 -LF.C1H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.12,0.65,,lognormal,0.21,0.65,,lognormal,0.35,0.65,0.95 | 0.05 -LF.C2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.45,0.65,,lognormal,0.9,0.65,,lognormal,1.55,0.65,0.87 | 0.13 -LF.C2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.3,0.65,,lognormal,0.49,0.65,,lognormal,0.87,0.65,0.87 | 0.13 -LF.C2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.19,0.65,,lognormal,0.3,0.65,,lognormal,0.52,0.65,0.87 | 0.13 -LF.C2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.15,0.65,,lognormal,0.24,0.65,,lognormal,0.42,0.65,0.87 | 0.13 -LF.C2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.65,,lognormal,0.36,0.65,,lognormal,0.87,0.65,,lognormal,1.95,0.65,0.9 | 0.1 -LF.C2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.26,0.65,,lognormal,0.55,0.65,,lognormal,1.02,0.65,0.9 | 0.1 -LF.C2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.19,0.65,,lognormal,0.38,0.65,,lognormal,0.63,0.65,0.9 | 0.1 -LF.C2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.15,0.65,,lognormal,0.3,0.65,,lognormal,0.5,0.65,0.9 | 0.1 -LF.C2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.29,0.65,,lognormal,0.82,0.65,,lognormal,1.87,0.65,0.95 | 0.05 -LF.C2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.23,0.65,,lognormal,0.57,0.65,,lognormal,1.07,0.65,0.95 | 0.05 -LF.C2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.19,0.65,,lognormal,0.38,0.65,,lognormal,0.65,0.65,0.95 | 0.05 -LF.C2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.15,0.65,,lognormal,0.31,0.65,,lognormal,0.52,0.65,0.95 | 0.05 -LF.C3L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.26,0.65,,lognormal,0.44,0.65,0.85 | 0.15 -LF.C3L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.14,0.65,,lognormal,0.21,0.65,,lognormal,0.35,0.65,0.85 | 0.15 -LF.C3M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.17,0.65,,lognormal,0.32,0.65,,lognormal,0.51,0.65,0.87 | 0.13 -LF.C3M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.25,0.65,,lognormal,0.41,0.65,0.87 | 0.13 -LF.C3H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.16,0.65,,lognormal,0.33,0.65,,lognormal,0.53,0.65,0.9 | 0.1 -LF.C3H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.13,0.65,,lognormal,0.27,0.65,,lognormal,0.43,0.65,0.9 | 0.1 -LF.PC1.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.35,0.65,,lognormal,0.72,0.65,,lognormal,1.25,0.65,0.85 | 0.15 -LF.PC1.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.24,0.65,,lognormal,0.44,0.65,,lognormal,0.71,0.65,0.85 | 0.15 -LF.PC1.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.25,0.65,,lognormal,0.45,0.65,0.85 | 0.15 -LF.PC1.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.14,0.65,,lognormal,0.21,0.65,,lognormal,0.35,0.65,0.85 | 0.15 -LF.PC2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.36,0.65,,lognormal,0.69,0.65,,lognormal,1.23,0.65,0.85 | 0.15 -LF.PC2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.25,0.65,,lognormal,0.4,0.65,,lognormal,0.74,0.65,0.85 | 0.15 -LF.PC2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.15,0.65,,lognormal,0.24,0.65,,lognormal,0.44,0.65,0.85 | 0.15 -LF.PC2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.13,0.65,,lognormal,0.19,0.65,,lognormal,0.35,0.65,0.85 | 0.15 -LF.PC2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.65,,lognormal,0.29,0.65,,lognormal,0.67,0.65,,lognormal,1.51,0.65,0.87 | 0.13 -LF.PC2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.21,0.65,,lognormal,0.45,0.65,,lognormal,0.86,0.65,0.87 | 0.13 -LF.PC2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.16,0.65,,lognormal,0.31,0.65,,lognormal,0.52,0.65,0.87 | 0.13 -LF.PC2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.24,0.65,,lognormal,0.42,0.65,0.87 | 0.13 -LF.PC2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.23,0.65,,lognormal,0.63,0.65,,lognormal,1.49,0.65,0.9 | 0.1 -LF.PC2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.19,0.65,,lognormal,0.46,0.65,,lognormal,0.9,0.65,0.9 | 0.1 -LF.PC2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.16,0.65,,lognormal,0.31,0.65,,lognormal,0.55,0.65,0.9 | 0.1 -LF.PC2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.25,0.65,,lognormal,0.43,0.65,0.9 | 0.1 -LF.RM1L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.3,0.65,,lognormal,0.46,0.65,,lognormal,0.93,0.65,,lognormal,1.57,0.65,0.87 | 0.13 -LF.RM1L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.22,0.65,,lognormal,0.3,0.65,,lognormal,0.5,0.65,,lognormal,0.85,0.65,0.87 | 0.13 -LF.RM1L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.2,0.65,,lognormal,0.29,0.65,,lognormal,0.54,0.65,0.87 | 0.13 -LF.RM1L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.16,0.65,,lognormal,0.24,0.65,,lognormal,0.43,0.65,0.87 | 0.13 -LF.RM1M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.37,0.65,,lognormal,0.81,0.65,,lognormal,1.9,0.65,0.9 | 0.1 -LF.RM1M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.26,0.65,,lognormal,0.51,0.65,,lognormal,1.03,0.65,0.9 | 0.1 -LF.RM1M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.19,0.65,,lognormal,0.35,0.65,,lognormal,0.63,0.65,0.9 | 0.1 -LF.RM1M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.15,0.65,,lognormal,0.28,0.65,,lognormal,0.5,0.65,0.9 | 0.1 -LF.RM2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.65,,lognormal,0.42,0.65,,lognormal,0.87,0.65,,lognormal,1.49,0.65,0.87 | 0.13 -LF.RM2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.28,0.65,,lognormal,0.47,0.65,,lognormal,0.81,0.65,0.87 | 0.13 -LF.RM2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.18,0.65,,lognormal,0.28,0.65,,lognormal,0.51,0.65,0.87 | 0.13 -LF.RM2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.15,0.65,,lognormal,0.22,0.65,,lognormal,0.41,0.65,0.87 | 0.13 -LF.RM2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.65,,lognormal,0.33,0.65,,lognormal,0.75,0.65,,lognormal,1.83,0.65,0.9 | 0.1 -LF.RM2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.23,0.65,,lognormal,0.48,0.65,,lognormal,0.99,0.65,0.9 | 0.1 -LF.RM2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.34,0.65,,lognormal,0.6,0.65,0.9 | 0.1 -LF.RM2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.14,0.65,,lognormal,0.26,0.65,,lognormal,0.47,0.65,0.9 | 0.1 -LF.RM2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.24,0.65,,lognormal,0.67,0.65,,lognormal,1.78,0.65,0.95 | 0.05 -LF.RM2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.2,0.65,,lognormal,0.48,0.65,,lognormal,1.01,0.65,0.95 | 0.05 -LF.RM2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.17,0.65,,lognormal,0.35,0.65,,lognormal,0.62,0.65,0.95 | 0.05 -LF.RM2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.27,0.65,,lognormal,0.5,0.65,0.95 | 0.05 -LF.URML.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.2,0.65,,lognormal,0.32,0.65,,lognormal,0.46,0.65,0.85 | 0.15 -LF.URML.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.26,0.65,,lognormal,0.37,0.65,0.85 | 0.15 -LF.URMM.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.16,0.65,,lognormal,0.27,0.65,,lognormal,0.46,0.65,0.85 | 0.15 -LF.URMM.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.21,0.65,,lognormal,0.38,0.65,0.85 | 0.15 -LF.MH.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.31,0.65,,lognormal,0.6,0.65,0.97 | 0.03 -LF.MH.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.31,0.65,,lognormal,0.6,0.65,0.97 | 0.03 -LF.MH.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.31,0.65,,lognormal,0.6,0.65,0.97 | 0.03 -LF.MH.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.34,0.65,0.97 | 0.03 -GF.H.S,0,Permanent Ground Deformation,inch,0,0,lognormal,60,1.256,0.8 | 0.2,,,,,,,,,,,, -GF.H.D,0,Permanent Ground Deformation,inch,0,0,lognormal,184,1.659,0.8 | 0.2,,,,,,,,,,,, -GF.V.S,0,Permanent Ground Deformation,inch,0,0,lognormal,10,1.256,0.8 | 0.2,,,,,,,,,,,, -GF.V.D,0,Permanent Ground Deformation,inch,0,0,lognormal,486,2.362,0.8 | 0.2,,,,,,,,,,,, diff --git a/pelicun/resources/fragility_DB_HAZUS_TRNSP.csv b/pelicun/resources/fragility_DB_HAZUS_TRNSP.csv deleted file mode 100644 index 9b118ffdf..000000000 --- a/pelicun/resources/fragility_DB_HAZUS_TRNSP.csv +++ /dev/null @@ -1,35 +0,0 @@ -ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights -HRD1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, -HRD2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, -HWB1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, -HWB2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GF,0,Permanent Ground Deformation,inch,0,0,,,,,,,,,lognormal,3.9,0.2,,lognormal,13.8,0.2, -HTU1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, -HTU2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, -HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, diff --git a/pelicun/resources/fragility_DB_HAZUS_TRNSP.json b/pelicun/resources/fragility_DB_HAZUS_TRNSP.json deleted file mode 100644 index d526ed69c..000000000 --- a/pelicun/resources/fragility_DB_HAZUS_TRNSP.json +++ /dev/null @@ -1,875 +0,0 @@ -{ - "HRD1": { - "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." - } - } - } - }, - "HRD2": { - "Description": "Urban roads including intercity roads and other roads with two lanes.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." - } - } - } - }, - "HWB1": { - "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB2": { - "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB3": { - "Description": "Conventional (early seismic) design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB4": { - "Description": "Modern seismic design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB5": { - "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB6": { - "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB7": { - "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB8": { - "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB9": { - "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB10": { - "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB11": { - "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB12": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB13": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB14": { - "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB15": { - "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB16": { - "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB17": { - "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB18": { - "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB19": { - "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB20": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB21": { - "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB22": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB23": { - "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB24": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB25": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB26": { - "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB27": { - "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB28": { - "Description": "A bridge that is not classified as HWB1-HWB27", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GF": { - "Description": "All bridges subjected ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS3": { - "DS3": { - "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Partial or total bridge collapse" - } - } - } - }, - "HTU1": { - "Description": "Any bored/drilled tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU2": { - "Description": "Any cut & cover tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU.GF": { - "Description": "Any tunnel subjected to ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" - } - } - } - } -} diff --git a/pelicun/tools/DL_calculation.py b/pelicun/tools/DL_calculation.py index 4be14e87c..128f780b8 100644 --- a/pelicun/tools/DL_calculation.py +++ b/pelicun/tools/DL_calculation.py @@ -36,17 +36,19 @@ # # Contributors: # Adam Zsarnóczay -# Joanna J. Zou from time import gmtime from time import strftime -import sys -import os -import json +import sys, os, json +import warnings import argparse from pathlib import Path + import numpy as np import pandas as pd + +from pelicun.auto import auto_populate +from pelicun.base import str2bool from pelicun.base import convert_to_MultiIndex from pelicun.base import convert_to_SimpleIndex from pelicun.base import describe @@ -62,6 +64,12 @@ # pylint: disable=too-many-nested-blocks # pylint: disable=too-many-branches +#pd.set_option('display.max_rows', None) + +# suppress FutureWarnings by default - credit: ioannis_vm +if not sys.warnoptions: + warnings.filterwarnings( + category=FutureWarning, action='ignore') def log_msg(msg): @@ -78,10 +86,13 @@ def log_msg(msg): damage_processes = { 'FEMA P-58': { - "1_collapse": { + "1_excessive.coll.DEM": { + "DS1": "collapse_DS1" + }, + "2_collapse": { "DS1": "ALL_NA" }, - "2_excessiveRID": { + "3_excessiveRID": { "DS1": "irreparable_DS1" } }, @@ -93,10 +104,13 @@ def log_msg(msg): "2_LF": { "DS5": "collapse_DS1" }, - "3_collapse": { + "3_excessive.coll.DEM": { + "DS1": "collapse_DS1" + }, + "4_collapse": { "DS1": "ALL_NA" }, - "4_excessiveRID": { + "5_excessiveRID": { "DS1": "irreparable_DS1" } } @@ -105,14 +119,76 @@ def log_msg(msg): default_DBs = { 'fragility': { 'FEMA P-58': 'fragility_DB_FEMA_P58_2nd.csv', - 'Hazus Earthquake': 'fragility_DB_HAZUS_EQ.csv' + 'Hazus Earthquake': 'fragility_DB_Hazus_EQ.csv' }, 'repair': { 'FEMA P-58': 'bldg_repair_DB_FEMA_P58_2nd.csv', - 'Hazus Earthquake': 'bldg_repair_DB_HAZUS_EQ.csv' + 'Hazus Earthquake': 'bldg_repair_DB_Hazus_EQ.csv' } } +# list of output files help perform safe initialization of output dir +output_files = [ + "DEM_sample.zip", + "DEM_stats.csv", + "CMP_sample.zip", + "CMP_stats.csv", + "DMG_sample.zip", + "DMG_stats.csv", + "DMG_grp.zip", + "DMG_grp_stats.csv", + "DV_bldg_repair_sample.zip", + "DV_bldg_repair_stats.csv", + "DV_bldg_repair_grp.zip", + "DV_bldg_repair_grp_stats.csv", + "DV_bldg_repair_agg.zip", + "DV_bldg_repair_agg_stats.csv", + "DL_summary.csv", + "DL_summary_stats.csv", +] + + +def convert_df_to_dict(df, axis=1): + + out_dict = {} + + if axis == 1: + df_in = df + elif axis == 0: + df_in = df.T + else: + pass + # TODO: raise error + + MI = df_in.columns + + for label in MI.unique(level=0): + + out_dict.update({label: np.nan}) + + sub_df = df_in[label] + + skip_sub = True + + if MI.nlevels>1: + skip_sub = False + + if isinstance(sub_df, pd.Series): + skip_sub = True + elif (len(sub_df.columns) == 1) and (sub_df.columns[0] == ""): + skip_sub = True + + if skip_sub == False: + out_dict[label] = convert_df_to_dict(sub_df) + + if skip_sub == True: + + if np.all(sub_df.index.astype(str).str.isnumeric()) == True: + out_dict[label] = df_in[label].tolist() + else: + out_dict[label] = {key:sub_df.loc[key] for key in sub_df.index} + + return out_dict def add_units(raw_demands, length_unit): @@ -163,68 +239,194 @@ def add_units(raw_demands, length_unit): if np.any(EDP_mask): demands.iloc[0, EDP_mask] = length_unit - # rotation + # drift ratio rot_EDPs = ['PID', 'PRD', 'DWD', 'RDR', 'PMD', 'RID'] EDP_mask = np.isin(demand_cols, rot_EDPs) if np.any(EDP_mask): - demands.iloc[0, EDP_mask] = 'rad' + demands.iloc[0, EDP_mask] = 'unitless' # convert back to simple header and return the DF return convert_to_SimpleIndex(demands, axis=1) -def run_pelicun(config_path): +def regional_output_demand(): + pass + +def run_pelicun(config_path, demand_file, output_path, coupled_EDP, + realizations, auto_script_path, detailed_results, regional, output_format, **kwargs): + """ + Use settings in the config JSON to prepare and run a Pelicun calculation. + + Parameters + ---------- + config_path: string + Path pointing to the location of the JSON configuration file. + demand_file: string + Path pointing to the location of a CSV file with the demand data. + output_path: string, optional + Path pointing to the location where results shall be saved. + coupled_EDP: bool, optional + If True, EDPs are not resampled and processed in order. + realizations: int, optional + Number of realizations to generate. + auto_script_path: string, optional + Path pointing to the location of a Python script with an auto_populate + method that automatically creates the performance model using data + provided in the AIM JSON file. + detailed_results: bool, optional + If False, only the main statistics are saved. + + """ # Initial setup ----------------------------------------------------------- # get the absolute path to the config file config_path = Path(config_path).resolve() - # open the file and load the contents + # If the output path was not specified, results are saved in the directory + # of the input file. + if output_path is None: + output_path = config_path.parents[0] + else: + output_path = Path(output_path) + + # Initialize the array that we'll use to collect the output file names + output_files = [] + + # Initialize the output folder - i.e., remove existing output files from + # there + files = os.listdir(output_path) + for filename in files: + if filename in output_files: + try: + os.remove(output_path/filename) + except: + # TODO: show some kind of a warning here + pass + + # open the config file and parse it with open(config_path, 'r', encoding='utf-8') as f: config = json.load(f) DL_config = config.get('DL', None) - if DL_config is None: + if (DL_config == None) or (DL_config == {}): - log_msg("Damage and Loss configuration missing from input file. " - "Terminating analysis.") + log_msg("Damage and Loss configuration missing from config file. ") - return -1 + if auto_script_path != None: + log_msg("Trying to auto-populate") + + config_ap, CMP = auto_populate(config, auto_script_path) + + # add the demand information + config_ap['DL']['Demands'].update({ + 'DemandFilePath': f'{demand_file}', + 'SampleSize': f'{realizations}' + }) + + if coupled_EDP==True: + config_ap['DL']['Demands'].update({ + "CoupledDemands": True + }) + + else: + config_ap['DL']['Demands'].update({ + "Calibration": { + "ALL": { + "DistributionFamily": "lognormal" + } + } + }) + + # save the component data + CMP.to_csv(output_path/'CMP_QNT.csv') + + # update the config file with the location + config_ap['DL']['Asset'].update({ + "ComponentAssignmentFile": str(output_path/'CMP_QNT.csv') + }) + + # if detailed results are not requested, add a lean output config + if detailed_results == False: + config_ap['DL'].update({ + 'Outputs': { + 'Demand': {}, + 'Asset': {}, + 'Damage': {}, + 'Loss': { + 'BldgRepair': {} + } + } + }) + + # save the extended config to a file + config_ap_path = Path(config_path.stem + '_ap.json').resolve() + + with open(config_ap_path, 'w') as f: + json.dump(config_ap, f, indent=2) + + DL_config = config_ap.get('DL', None) + + else: + log_msg("Terminating analysis.") + + return -1 + + GI_config = config.get('GeneralInformation', None) asset_config = DL_config.get('Asset', None) demand_config = DL_config.get('Demands', None) damage_config = DL_config.get('Damage', None) loss_config = DL_config.get('Losses', None) - # out_config = DL_config.get('Outputs', None) - - out_config = { - 'Demand': { - 'Sample': True, - 'Statistics': True - }, - 'Asset': { - 'Sample': True, - 'Statistics': True - }, - 'Damage': { - 'Sample': True, - 'Statistics': True, - 'GroupedSample': True, - 'GroupedStatistics': True - }, - 'Loss': { - 'BldgRepair': { + out_config = DL_config.get('Outputs', None) + + # provide all outputs if the files are not specified + if out_config == None: + out_config = { + 'Demand': { + 'Sample': True, + 'Statistics': True + }, + 'Asset': { + 'Sample': True, + 'Statistics': True + }, + 'Damage': { 'Sample': True, 'Statistics': True, 'GroupedSample': True, - 'GroupedStatistics': True, - 'AggregateSample': True, - 'AggregateStatistics': True + 'GroupedStatistics': True + }, + 'Loss': { + 'BldgRepair': { + 'Sample': True, + 'Statistics': True, + 'GroupedSample': True, + 'GroupedStatistics': True, + 'AggregateSample': True, + 'AggregateStatistics': True + } } } - } + + # provide outputs in CSV by default + if ('Format' in out_config.keys()) == False: + out_config.update({ + 'Format': { + 'CSV': True, + 'JSON': False + } + }) + + # override file format specification if the output_format is provided + if output_format != None: + out_config.update({ + 'Format': { + 'CSV': 'csv' in output_format, + 'JSON': 'json' in output_format, + } + }) if asset_config is None: log_msg("Asset configuration missing. Terminating analysis.") @@ -236,7 +438,7 @@ def run_pelicun(config_path): # get the length unit from the config file try: - length_unit = config['GeneralInformation']['units']['length'] + length_unit = GI_config['units']['length'] except KeyError: log_msg( "No default length unit provided in the input file. " @@ -302,19 +504,29 @@ def run_pelicun(config_path): else: demands = raw_demands + # load the available demand sample + PAL.demand.load_sample(demands) + # get the calibration information if demand_config.get('Calibration', False): - # load the available demand sample - PAL.demand.load_sample(demands) - # then use it to calibrate the demand model PAL.demand.calibrate_model(demand_config['Calibration']) - # and generate a new demand sample - sample_size = int(demand_config['SampleSize']) - - PAL.demand.generate_sample({"SampleSize": sample_size}) + else: + # if no calibration is requested, + # set all demands to use empirical distribution + PAL.demand.calibrate_model({ + "ALL": {"DistributionFamily": "empirical"} + }) + + # and generate a new demand sample + sample_size = int(demand_config['SampleSize']) + + PAL.demand.generate_sample({ + "SampleSize": sample_size, + 'PreserveRawOrder': demand_config.get('CoupledDemands', False) + }) # get the generated demand sample demand_sample, demand_units = PAL.demand.save_sample(save_units=True) @@ -345,20 +557,20 @@ def run_pelicun(config_path): RID_list.append(RID) RID = pd.concat(RID_list, axis=1) - RID_units = pd.Series(['rad', ]*RID.shape[1], index=RID.columns, + RID_units = pd.Series(['unitless', ]*RID.shape[1], index=RID.columns, name='Units') RID_sample = pd.concat([RID, RID_units.to_frame().T]) demand_sample = pd.concat([demand_sample, RID_sample], axis=1) - # add a constant zero demand + # add a constant one demand demand_sample[('ONE', '0', '1')] = np.ones(demand_sample.shape[0]) - demand_sample.loc['Units', ('ONE', '0', '1')] = 'ea' + demand_sample.loc['Units', ('ONE', '0', '1')] = 'unitless' PAL.demand.load_sample(convert_to_SimpleIndex(demand_sample, axis=1)) # save results - if out_config.get('Demand', False): + if out_config.get('Demand', None) != None: out_reqs = [out if val else "" for out, val in out_config['Demand'].items()] @@ -367,17 +579,43 @@ def run_pelicun(config_path): if 'Sample' in out_reqs: demand_sample_s = convert_to_SimpleIndex(demand_sample, axis=1) - demand_sample_s.to_csv("DEM_sample.zip", + demand_sample_s.to_csv(output_path/"DEM_sample.zip", index_label=demand_sample_s.columns.name, compression=dict( method='zip', - archive_name='DEM_sample.csv')) + archive_name='DEM_sample.csv')) + output_files.append('DEM_sample.zip') if 'Statistics' in out_reqs: demand_stats = convert_to_SimpleIndex( describe(demand_sample), axis=1) - demand_stats.to_csv("DEM_stats.csv", + demand_stats.to_csv(output_path/"DEM_stats.csv", index_label=demand_stats.columns.name) + output_files.append('DEM_stats.csv') + + if regional == True: + + demand_sample = PAL.demand.save_sample() + + mean = demand_sample.mean() + median = demand_sample.median() + std = demand_sample.std() + beta = np.log(demand_sample).std() + + res = pd.concat([mean,std,median,beta], + keys=['mean','std','median','beta']).to_frame().T + + res = res.reorder_levels([1,2,3,0], axis=1) + + res.sort_index(axis=1, inplace=True) + + res.dropna(axis=1, how='all', inplace=True) + + res.columns.rename(['type', 'loc', 'dir', 'stat'], inplace=True) + + res.to_csv(output_path/"EDP.csv", index_label=res.columns.name) + output_files.append('EDP.csv') + # Asset Definition ------------------------------------------------------------ @@ -391,7 +629,37 @@ def run_pelicun(config_path): cmp_marginals = pd.read_csv(asset_config['ComponentAssignmentFile'], index_col=0, encoding_errors='replace') - # add a component to support collapse calculation + DEM_types = demand_sample.columns.unique(level=0) + + # add component(s) to support collapse calculation + if 'CollapseFragility' in damage_config.keys(): + coll_DEM = damage_config['CollapseFragility']["DemandType"] + if coll_DEM.startswith('SA'): + # we have a global demand and evaluate collapse directly + pass + + else: + # we need story-specific collapse assessment + + if coll_DEM in DEM_types: + + # excessive coll_DEM is added on every floor to detect large RIDs + cmp_marginals.loc['excessive.coll.DEM', 'Units'] = 'ea' + + locs = demand_sample[coll_DEM].columns.unique(level=0) + cmp_marginals.loc['excessive.coll.DEM', 'Location'] = ','.join(locs) + + dirs = demand_sample[coll_DEM].columns.unique(level=1) + cmp_marginals.loc['excessive.coll.DEM', 'Direction'] = ','.join(dirs) + + cmp_marginals.loc['excessive.coll.DEM', 'Theta_0'] = 1.0 + + else: + + log_msg(f'WARNING: No {coll_DEM} among available demands. Collapse ' + 'cannot be evaluated.') + + # always add a component to support basic collapse calculation cmp_marginals.loc['collapse', 'Units'] = 'ea' cmp_marginals.loc['collapse', 'Location'] = 0 cmp_marginals.loc['collapse', 'Direction'] = 1 @@ -399,8 +667,7 @@ def run_pelicun(config_path): # add components to support irreparable damage calculation if 'IrreparableDamage' in damage_config.keys(): - - DEM_types = demand_sample.columns.unique(level=0) + if 'RID' in DEM_types: # excessive RID is added on every floor to detect large RIDs @@ -439,7 +706,7 @@ def run_pelicun(config_path): cmp_sample = PAL.asset.save_cmp_sample() # if requested, save results - if out_config.get('Asset', False): + if out_config.get('Asset', None) != None: out_reqs = [out if val else "" for out, val in out_config['Asset'].items()] @@ -447,16 +714,46 @@ def run_pelicun(config_path): if 'Sample' in out_reqs: cmp_sample_s = convert_to_SimpleIndex(cmp_sample, axis=1) - cmp_sample_s.to_csv("CMP_sample.zip", + cmp_sample_s.to_csv(output_path/"CMP_sample.zip", index_label=cmp_sample_s.columns.name, compression=dict(method='zip', archive_name='CMP_sample.csv')) + output_files.append('CMP_sample.zip') if 'Statistics' in out_reqs: cmp_stats = convert_to_SimpleIndex(describe(cmp_sample), axis=1) cmp_stats.to_csv( - "CMP_stats.csv", + output_path/"CMP_stats.csv", index_label=cmp_stats.columns.name) + output_files.append('CMP_stats.csv') + + if regional == True: + + #flatten the dictionary + AIM_flat_dict = {} + for key, item in GI_config.items(): + if isinstance(item, dict): + if key not in ['units', 'location']: + for sub_key, sub_item in item.items(): + AIM_flat_dict.update({f'{key}_{sub_key}': sub_item}) + else: + AIM_flat_dict.update({key: [item,]}) + + + # do not save polygons + for header_to_remove in ['geometry', 'Footprint']: + try: + AIM_flat_dict.pop(header_to_remove) + except: + pass + + # create the output DF + df_res = pd.DataFrame.from_dict(AIM_flat_dict) + + df_res.dropna(axis=1, how='all', inplace=True) + + df_res.to_csv(output_path/'AIM.csv') + output_files.append('AIM.csv') # Damage Assessment ----------------------------------------------------------- @@ -464,13 +761,19 @@ def run_pelicun(config_path): if damage_config is not None: # load the fragility information - if asset_config['ComponentDatabase'] != "User Defined": - fragility_db = ( + if asset_config['ComponentDatabase'] in default_DBs['fragility'].keys(): + component_db = [ 'PelicunDefault/' + - default_DBs['fragility'][asset_config['ComponentDatabase']]) - + default_DBs['fragility'][asset_config['ComponentDatabase']],] else: - fragility_db = asset_config['ComponentDatabasePath'] + component_db = [] + + if asset_config.get('ComponentDatabasePath', False) != False: + + extra_comps = asset_config['ComponentDatabasePath'] + + component_db += [extra_comps,] + component_db = component_db[::-1] # prepare additional fragility data @@ -483,8 +786,15 @@ def run_pelicun(config_path): coll_config = damage_config['CollapseFragility'] - adf.loc['collapse', ('Demand', 'Directional')] = 1 - adf.loc['collapse', ('Demand', 'Offset')] = 0 + if 'excessive.coll.DEM' in cmp_marginals.index: + # if there is story-specific evaluation + coll_CMP_name = 'excessive.coll.DEM' + else: + # otherwise, for global collapse evaluation + coll_CMP_name = 'collapse' + + adf.loc[coll_CMP_name, ('Demand', 'Directional')] = 1 + adf.loc[coll_CMP_name, ('Demand', 'Offset')] = 0 coll_DEM = coll_config["DemandType"] @@ -504,28 +814,39 @@ def run_pelicun(config_path): return -1 if coll_DEM_spec is None: - adf.loc['collapse', ('Demand', 'Type')] = coll_DEM_name + adf.loc[coll_CMP_name, ('Demand', 'Type')] = coll_DEM_name else: - adf.loc['collapse', ('Demand', 'Type')] = \ + adf.loc[coll_CMP_name, ('Demand', 'Type')] = \ f'{coll_DEM_name}|{coll_DEM_spec}' coll_DEM_unit = add_units( pd.DataFrame(columns=[f'{coll_DEM}-1-1', ]), length_unit).iloc[0, 0] - adf.loc['collapse', ('Demand', 'Unit')] = coll_DEM_unit + adf.loc[coll_CMP_name, ('Demand', 'Unit')] = coll_DEM_unit - adf.loc['collapse', ('LS1', 'Family')] = ( - coll_config.get('CapacityDistribution', "")) + adf.loc[coll_CMP_name, ('LS1', 'Family')] = ( + coll_config.get('CapacityDistribution', np.nan)) - adf.loc['collapse', ('LS1', 'Theta_0')] = ( - coll_config.get('CapacityMedian', "")) + adf.loc[coll_CMP_name, ('LS1', 'Theta_0')] = ( + coll_config.get('CapacityMedian', np.nan)) - adf.loc['collapse', ('LS1', 'Theta_1')] = ( - coll_config.get('Theta_1', "")) + adf.loc[coll_CMP_name, ('LS1', 'Theta_1')] = ( + coll_config.get('Theta_1', np.nan)) - adf.loc['collapse', 'Incomplete'] = 0 + adf.loc[coll_CMP_name, 'Incomplete'] = 0 + + if coll_CMP_name != 'collapse': + # for story-specific evaluation, we need to add a placeholder + # fragility that will never trigger, but helps us aggregate + # results in the end + adf.loc['collapse', ('Demand', 'Directional')] = 1 + adf.loc['collapse', ('Demand', 'Offset')] = 0 + adf.loc['collapse', ('Demand', 'Type')] = 'One' + adf.loc['collapse', ('Demand', 'Unit')] = 'unitless' + adf.loc['collapse', ('LS1', 'Theta_0')] = 1e10 + adf.loc['collapse', 'Incomplete'] = 0 else: @@ -535,8 +856,8 @@ def run_pelicun(config_path): adf.loc['collapse', ('Demand', 'Directional')] = 1 adf.loc['collapse', ('Demand', 'Offset')] = 0 adf.loc['collapse', ('Demand', 'Type')] = 'One' - adf.loc['collapse', ('Demand', 'Unit')] = 'ea' - adf.loc['collapse', ('LS1', 'Theta_0')] = 2.0 + adf.loc['collapse', ('Demand', 'Unit')] = 'unitless' + adf.loc['collapse', ('LS1', 'Theta_0')] = 1e10 adf.loc['collapse', 'Incomplete'] = 0 if 'IrreparableDamage' in damage_config.keys(): @@ -550,7 +871,7 @@ def run_pelicun(config_path): adf.loc['excessiveRID', ('Demand', 'Type')] = 'Residual Interstory Drift Ratio' - adf.loc['excessiveRID', ('Demand', 'Unit')] = 'rad' + adf.loc['excessiveRID', ('Demand', 'Unit')] = 'unitless' adf.loc['excessiveRID', ('LS1', 'Theta_0')] = irrep_config['DriftCapacityMedian'] @@ -567,15 +888,15 @@ def run_pelicun(config_path): adf.loc['irreparable', ('Demand', 'Directional')] = 1 adf.loc['irreparable', ('Demand', 'Offset')] = 0 adf.loc['irreparable', ('Demand', 'Type')] = 'One' - adf.loc['irreparable', ('Demand', 'Unit')] = 'ea' - adf.loc['irreparable', ('LS1', 'Theta_0')] = 2.0 + adf.loc['irreparable', ('Demand', 'Unit')] = 'unitless' + adf.loc['irreparable', ('LS1', 'Theta_0')] = 1e10 adf.loc['irreparable', 'Incomplete'] = 0 - PAL.damage.load_damage_model([fragility_db, adf]) + PAL.damage.load_damage_model(component_db + [adf,]) # load the damage process if needed dmg_process = None - if damage_config.get('DamageProcess', False): + if damage_config.get('DamageProcess', False) != False: dp_approach = damage_config['DamageProcess'] @@ -655,6 +976,11 @@ def run_pelicun(config_path): encoding='utf-8') as f: dmg_process = json.load(f) + elif dp_approach == "None": + + # no damage process applied for the calculation + dmg_process = None + else: log_msg(f"Prescribed Damage Process not recognized: " f"{dp_approach}") @@ -663,7 +989,7 @@ def run_pelicun(config_path): PAL.damage.calculate(dmg_process=dmg_process) # if requested, save results - if out_config.get('Damage', False): + if out_config.get('Damage', None) != None: out_reqs = [out if val else "" for out, val in out_config['Damage'].items()] @@ -676,33 +1002,58 @@ def run_pelicun(config_path): if 'Sample' in out_reqs: damage_sample_s = convert_to_SimpleIndex(damage_sample, axis=1) damage_sample_s.to_csv( - "DMG_sample.zip", + output_path/"DMG_sample.zip", index_label=damage_sample_s.columns.name, compression=dict(method='zip', archive_name='DMG_sample.csv')) + output_files.append('DMG_sample.zip') if 'Statistics' in out_reqs: damage_stats = convert_to_SimpleIndex(describe(damage_sample), axis=1) - damage_stats.to_csv("DMG_stats.csv", + damage_stats.to_csv(output_path/"DMG_stats.csv", index_label=damage_stats.columns.name) + output_files.append('DMG_stats.csv') if np.any(np.isin(['GroupedSample', 'GroupedStatistics'], out_reqs)): grp_damage = damage_sample.groupby(level=[0, 3], axis=1).sum() if 'GroupedSample' in out_reqs: grp_damage_s = convert_to_SimpleIndex(grp_damage, axis=1) - grp_damage_s.to_csv("DMG_grp.zip", + grp_damage_s.to_csv(output_path/"DMG_grp.zip", index_label=grp_damage_s.columns.name, compression=dict( method='zip', archive_name='DMG_grp.csv')) + output_files.append('DMG_grp.zip') if 'GroupedStatistics' in out_reqs: grp_stats = convert_to_SimpleIndex(describe(grp_damage), axis=1) - grp_stats.to_csv("DMG_grp_stats.csv", + grp_stats.to_csv(output_path/"DMG_grp_stats.csv", index_label=grp_stats.columns.name) + output_files.append('DMG_grp_stats.csv') + + if regional == True: + + damage_sample = PAL.damage.save_sample() + + # first, get the collapse probability + df_res_c = pd.DataFrame([0,], + columns=pd.MultiIndex.from_tuples([('probability',' '),]), + index=[0, ]) + + if 'collapse-0-1-1' in damage_sample.columns: + df_res_c['probability'] = ( + damage_sample['collapse-0-1-1'].mean()) + + else: + df_res_c['probability'] = 0.0 + + df_res = pd.concat([df_res_c,], axis=1, keys=['collapse',]) + + df_res.to_csv(output_path/'DM.csv') + output_files.append('DM.csv') # Loss Assessment ----------------------------------------------------------- @@ -717,29 +1068,54 @@ def run_pelicun(config_path): bldg_repair_config = loss_config['BldgRepair'] # load the consequence information - if bldg_repair_config['ConsequenceDatabase'] != "User Defined": - consequence_db = ( - 'PelicunDefault/' + - default_DBs['repair'][ - bldg_repair_config['ConsequenceDatabase']]) + if bldg_repair_config['ConsequenceDatabase'] in default_DBs['repair'].keys(): + consequence_db = [ + 'PelicunDefault/' + + default_DBs['repair'][bldg_repair_config['ConsequenceDatabase']],] conseq_df = PAL.get_default_data( default_DBs['repair'][ bldg_repair_config['ConsequenceDatabase']][:-4]) - else: - consequence_db = bldg_repair_config['ConsequenceDatabasePath'] - conseq_df = load_data( + consequence_db = [] + + conseq_df = None + + if bldg_repair_config.get('ConsequenceDatabasePath', False) != False: + + extra_comps = bldg_repair_config['ConsequenceDatabasePath'] + + consequence_db += [extra_comps,] + + extra_conseq_df = load_data( bldg_repair_config['ConsequenceDatabasePath'], + unit_conversion_factors={}, orientation=1, reindex=False, convert=[]) + if isinstance(conseq_df, pd.DataFrame): + + conseq_df = pd.concat([conseq_df, extra_conseq_df]) + else: + + conseq_df = extra_conseq_df + + consequence_db = consequence_db[::-1] + + # remove duplicates from conseq_df + conseq_df = conseq_df.loc[conseq_df.index.unique(),:] + # add the replacement consequence to the data adf = pd.DataFrame( columns=conseq_df.columns, index=pd.MultiIndex.from_tuples( - [('replacement', 'Cost'), ('replacement', 'Time')])) + [('replacement', 'Cost'), + ('replacement', 'Time'), + ('replacement', 'Carbon'), + ('replacement', 'Energy')])) + + #DL_method = bldg_repair_config['ConsequenceDatabase'] + DL_method = damage_config.get('DamageProcess', 'User Defined') - DL_method = bldg_repair_config['ConsequenceDatabase'] rc = ('replacement', 'Cost') if 'ReplacementCost' in bldg_repair_config.keys(): rCost_config = bldg_repair_config['ReplacementCost'] @@ -750,7 +1126,7 @@ def run_pelicun(config_path): adf.loc[rc, ('DS1', 'Theta_0')] = rCost_config["Median"] - if rCost_config.get('Distribution', 'N/A') != 'N/A': + if pd.isna(rCost_config.get('Distribution', np.nan)) == False: adf.loc[rc, ('DS1', 'Family')] = rCost_config[ "Distribution"] adf.loc[rc, ('DS1', 'Theta_1')] = rCost_config[ @@ -791,7 +1167,7 @@ def run_pelicun(config_path): adf.loc[rt, ('DS1', 'Theta_0')] = rTime_config["Median"] - if rTime_config.get('Distribution', 'N/A') != 'N/A': + if pd.isna(rTime_config.get('Distribution', np.nan))==False: adf.loc[rt, ('DS1', 'Family')] = rTime_config[ "Distribution"] adf.loc[rt, ('DS1', 'Theta_1')] = rTime_config[ @@ -822,6 +1198,66 @@ def run_pelicun(config_path): adf.loc[rt, ('DV', 'Unit')] = 'loss_ratio' adf.loc[rt, ('DS1', 'Theta_0')] = 1 + rcarb = ('replacement', 'Carbon') + if 'ReplacementCarbon' in bldg_repair_config.keys(): + rCarbon_config = bldg_repair_config['ReplacementCarbon'] + rcarb = ('replacement', 'Carbon') + + adf.loc[rcarb, ('Quantity', 'Unit')] = "1 EA" + + adf.loc[rcarb, ('DV', 'Unit')] = rCarbon_config["Unit"] + + adf.loc[rcarb, ('DS1', 'Theta_0')] = rCarbon_config["Median"] + + if pd.isna(rCarbon_config.get('Distribution', np.nan))==False: + adf.loc[rcarb, ('DS1', 'Family')] = rCarbon_config[ + "Distribution"] + adf.loc[rcarb, ('DS1', 'Theta_1')] = rCarbon_config[ + "Theta_1"] + else: + # add a default replacement carbon value as a placeholder + # the default value depends on the consequence database + + # for FEMA P-58, use 0 kg + if DL_method == 'FEMA P-58': + adf.loc[rcarb, ('Quantity', 'Unit')] = '1 EA' + adf.loc[rcarb, ('DV', 'Unit')] = 'kg' + adf.loc[rcarb, ('DS1', 'Theta_0')] = 0 + + else: + # for everything else, remove this consequence + adf.drop(rcarb, inplace=True) + + ren = ('replacement', 'Energy') + if 'ReplacementEnergy' in bldg_repair_config.keys(): + rEnergy_config = bldg_repair_config['ReplacementEnergy'] + ren = ('replacement', 'Energy') + + adf.loc[ren, ('Quantity', 'Unit')] = "1 EA" + + adf.loc[ren, ('DV', 'Unit')] = rEnergy_config["Unit"] + + adf.loc[ren, ('DS1', 'Theta_0')] = rEnergy_config["Median"] + + if pd.isna(rEnergy_config.get('Distribution', np.nan))==False: + adf.loc[ren, ('DS1', 'Family')] = rEnergy_config[ + "Distribution"] + adf.loc[ren, ('DS1', 'Theta_1')] = rEnergy_config[ + "Theta_1"] + else: + # add a default replacement energy value as a placeholder + # the default value depends on the consequence database + + # for FEMA P-58, use 0 kg + if DL_method == 'FEMA P-58': + adf.loc[ren, ('Quantity', 'Unit')] = '1 EA' + adf.loc[ren, ('DV', 'Unit')] = 'MJ' + adf.loc[ren, ('DS1', 'Theta_0')] = 0 + + else: + # for everything else, remove this consequence + adf.drop(ren, inplace=True) + # prepare the loss map loss_map = None if bldg_repair_config['MapApproach'] == "Automatic": @@ -883,7 +1319,20 @@ def run_pelicun(config_path): loss_map.loc['DMG-collapse', 'BldgRepair'] = 'replacement' loss_map.loc['DMG-irreparable', 'BldgRepair'] = 'replacement' - PAL.bldg_repair.load_model([conseq_df, adf], loss_map) + # assemble the list of requested decision variables + DV_list = [] + if bldg_repair_config.get('DecisionVariables',False) != False: + + for DV_i, DV_status in bldg_repair_config['DecisionVariables'].items(): + + if DV_status == True: + DV_list.append(DV_i) + + else: + DV_list = None + + PAL.bldg_repair.load_model(consequence_db + [adf,], loss_map, + decision_variables=DV_list) PAL.bldg_repair.calculate() @@ -904,18 +1353,20 @@ def run_pelicun(config_path): repair_sample_s = convert_to_SimpleIndex( repair_sample, axis=1) repair_sample_s.to_csv( - "DV_bldg_repair_sample.zip", + output_path/"DV_bldg_repair_sample.zip", index_label=repair_sample_s.columns.name, compression=dict( method='zip', archive_name='DV_bldg_repair_sample.csv')) + output_files.append('DV_bldg_repair_sample.zip') if 'Statistics' in out_reqs: repair_stats = convert_to_SimpleIndex( describe(repair_sample), axis=1) - repair_stats.to_csv("DV_bldg_repair_stats.csv", + repair_stats.to_csv(output_path/"DV_bldg_repair_stats.csv", index_label=repair_stats.columns.name) + output_files.append('DV_bldg_repair_stats.csv') if np.any(np.isin( ['GroupedSample', 'GroupedStatistics'], out_reqs)): @@ -925,17 +1376,19 @@ def run_pelicun(config_path): if 'GroupedSample' in out_reqs: grp_repair_s = convert_to_SimpleIndex(grp_repair, axis=1) grp_repair_s.to_csv( - "DV_bldg_repair_grp.zip", + output_path/"DV_bldg_repair_grp.zip", index_label=grp_repair_s.columns.name, compression=dict( method='zip', archive_name='DV_bldg_repair_grp.csv')) + output_files.append('DV_bldg_repair_grp.zip') if 'GroupedStatistics' in out_reqs: grp_stats = convert_to_SimpleIndex( describe(grp_repair), axis=1) - grp_stats.to_csv("DV_bldg_repair_grp_stats.csv", + grp_stats.to_csv(output_path/"DV_bldg_repair_grp_stats.csv", index_label=grp_stats.columns.name) + output_files.append('DV_bldg_repair_grp_stats.csv') if np.any(np.isin(['AggregateSample', 'AggregateStatistics'], out_reqs)): @@ -943,17 +1396,19 @@ def run_pelicun(config_path): if 'AggregateSample' in out_reqs: agg_repair_s = convert_to_SimpleIndex(agg_repair, axis=1) agg_repair_s.to_csv( - "DV_bldg_repair_agg.zip", + output_path/"DV_bldg_repair_agg.zip", index_label=agg_repair_s.columns.name, compression=dict( method='zip', archive_name='DV_bldg_repair_agg.csv')) + output_files.append('DV_bldg_repair_agg.zip') if 'AggregateStatistics' in out_reqs: agg_stats = convert_to_SimpleIndex( describe(agg_repair), axis=1) - agg_stats.to_csv("DV_bldg_repair_agg_stats.csv", + agg_stats.to_csv(output_path/"DV_bldg_repair_agg_stats.csv", index_label=agg_stats.columns.name) + output_files.append('DV_bldg_repair_agg_stats.csv') # Result Summary ----------------------------------------------------------- @@ -985,10 +1440,37 @@ def run_pelicun(config_path): summary_stats = describe(summary) # save summary sample - summary.to_csv("DL_summary.csv", index_label='#') + summary.to_csv(output_path/"DL_summary.csv", index_label='#') + output_files.append('DL_summary.csv') # save summary statistics - summary_stats.to_csv("DL_summary_stats.csv") + summary_stats.to_csv(output_path/"DL_summary_stats.csv") + output_files.append('DL_summary_stats.csv') + + # create json outputs if needed + if out_config['Format']['JSON'] == True: + + for filename in output_files: + + filename_json = filename[:-3]+'json' + + df = convert_to_MultiIndex(pd.read_csv(output_path/filename, index_col=0),axis=1) + + out_dict = convert_df_to_dict(df) + + with open(output_path/filename_json, 'w') as f: + json.dump(out_dict, f, indent=2) + + # remove csv outputs if they were not requested + if out_config['Format']['CSV'] == False: + + for filename in output_files: + + # keep the DL_summary and DL_summary_stats files + if 'DL_summary' in filename: + continue + + os.remove(output_path/filename) return 0 @@ -998,24 +1480,29 @@ def main(args): parser = argparse.ArgumentParser() parser.add_argument('-c', '--filenameDL') parser.add_argument('-d', '--demandFile', default=None) - # parser.add_argument('-s', '--sampleSize', default = None) + parser.add_argument('-s', '--Realizations', default = None) + parser.add_argument('--dirnameOutput', default = None) + parser.add_argument('--event_time', default=None) + parser.add_argument('--detailed_results', default = True, + type = str2bool, nargs='?', const=True) + parser.add_argument('--coupled_EDP', default = False, + type = str2bool, nargs='?', const=False) + parser.add_argument('--log_file', default = True, + type = str2bool, nargs='?', const=True) + parser.add_argument('--ground_failure', default = False, + type = str2bool, nargs='?', const=False) + parser.add_argument('--auto_script', default=None) + parser.add_argument('--resource_dir', default=None) + parser.add_argument('--custom_fragility_dir', default=None) + parser.add_argument('--regional', default = False, + type = str2bool, nargs='?', const=False) + parser.add_argument('--output_format', default = None) + # parser.add_argument('-d', '--demandFile', default=None) # parser.add_argument('--DL_Method', default = None) # parser.add_argument('--outputBIM', default='BIM.csv') - parser.add_argument('--outputEDP', default='EDP.csv') - parser.add_argument('--outputDM', default='DM.csv') - parser.add_argument('--outputDV', default='DV.csv') - parser.add_argument('--dirnameOutput', default = None) - # parser.add_argument('--event_time', default=None) - # parser.add_argument('--detailed_results', default = True, - # type = str2bool, nargs='?', const=True) - # parser.add_argument('--coupled_EDP', default = False, - # type = str2bool, nargs='?', const=False) - # parser.add_argument('--log_file', default = True, - # type = str2bool, nargs='?', const=True) - # parser.add_argument('--ground_failure', default = False, - # type = str2bool, nargs='?', const=False) - # parser.add_argument('--auto_script', default=None) - # parser.add_argument('--resource_dir', default=None) + # parser.add_argument('--outputEDP', default='EDP.csv') + # parser.add_argument('--outputDM', default='DM.csv') + # parser.add_argument('--outputDV', default='DV.csv') args = parser.parse_args(args) log_msg('Initializing pelicun calculation...') @@ -1023,19 +1510,19 @@ def main(args): # print(args) out = run_pelicun( args.filenameDL, - # args.demandFile, - # args.sampleSize, - # args.DL_Method, - # args.outputBIM, args.outputEDP, - # args.outputDM, args.outputDV, - # output_path = args.dirnameOutput, - # detailed_results = args.detailed_results, - # coupled_EDP = args.coupled_EDP, - # log_file = args.log_file, - # event_time = args.event_time, - # ground_failure = args.ground_failure, - # auto_script_path = args.auto_script, - # resource_dir = args.resource_dir + demand_file = args.demandFile, + output_path = args.dirnameOutput, + realizations = args.Realizations, + detailed_results = args.detailed_results, + coupled_EDP = args.coupled_EDP, + log_file = args.log_file, + event_time = args.event_time, + ground_failure = args.ground_failure, + auto_script_path = args.auto_script, + resource_dir = args.resource_dir, + custom_fragility_dir = args.custom_fragility_dir, + regional = args.regional, + output_format = args.output_format ) if out == -1: From f0aa786a6c09d33afb87c5131fec51f01de498fb Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 17:51:04 -0700 Subject: [PATCH 05/24] bc- Renamed and updated transportation fragility database to match other databases --- .../resources/fragility_DB_Hazus_EQ_trnsp.csv | 35 +++++++++++++++++++ 1 file changed, 35 insertions(+) create mode 100644 pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv diff --git a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv new file mode 100644 index 000000000..13dfceb81 --- /dev/null +++ b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv @@ -0,0 +1,35 @@ +ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights +HRD.GF.1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, +HRD.GF.2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, +HWB.GS.1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, +HWB.GS.2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GS.4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GS.5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB.GS.9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB.GS.10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB.GS.21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB.GS.22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GF,0,Permanent Ground Deformation,inch,0,0,,,,,,,,,lognormal,3.9,0.2,,lognormal,13.8,0.2, +HTU.GS.1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, +HTU.GS.2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, +HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, From 5874d17db829c121fbcbbbad405a4edf4564c382 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 17:51:41 -0700 Subject: [PATCH 06/24] bc- Renamed and updated transportation fragility database descriptions to match other descriptions --- .../fragility_DB_Hazus_EQ_trnsp.json | 875 ++++++++++++++++++ 1 file changed, 875 insertions(+) create mode 100644 pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json diff --git a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json new file mode 100644 index 000000000..58a2b89e0 --- /dev/null +++ b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json @@ -0,0 +1,875 @@ +{ + "HRD.GS.1": { + "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." + } + } + } + }, + "HRD.GS.2": { + "Description": "Urban roads including intercity roads and other roads with two lanes.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." + } + } + } + }, + "HWB.GS.1": { + "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.2": { + "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.3": { + "Description": "Conventional (early seismic) design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.4": { + "Description": "Modern seismic design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.5": { + "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.6": { + "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.7": { + "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.8": { + "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.9": { + "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.10": { + "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.11": { + "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.12": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.13": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.14": { + "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.15": { + "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.16": { + "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.17": { + "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.18": { + "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.19": { + "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.20": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.21": { + "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.22": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.23": { + "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.24": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.25": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.26": { + "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.27": { + "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.28": { + "Description": "A bridge that is not classified as HWB1-HWB27", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GF": { + "Description": "All bridges subjected ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS3": { + "DS3": { + "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Partial or total bridge collapse" + } + } + } + }, + "HTU.GS.1": { + "Description": "Any bored/drilled tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU.GS.2": { + "Description": "Any cut & cover tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU.GF": { + "Description": "Any tunnel subjected to ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" + } + } + } + } +} From c2cbda4eb8b5a85aee315f96b959fd077a4f4ef4 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 18:01:42 -0700 Subject: [PATCH 07/24] bc - Re-added the Hazus fragility database --- pelicun/resources/fragility_DB_Hazus_EQ.csv | 266 ++++++++++++++++++++ 1 file changed, 266 insertions(+) create mode 100644 pelicun/resources/fragility_DB_Hazus_EQ.csv diff --git a/pelicun/resources/fragility_DB_Hazus_EQ.csv b/pelicun/resources/fragility_DB_Hazus_EQ.csv new file mode 100644 index 000000000..daecad414 --- /dev/null +++ b/pelicun/resources/fragility_DB_Hazus_EQ.csv @@ -0,0 +1,266 @@ +ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights +STR.W1.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03 +STR.W1.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 +STR.W1.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 +STR.W1.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03 +STR.W2.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.04,0.4,,lognormal,0.1,0.4,0.97 | 0.03 +STR.W2.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 +STR.W2.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0099,0.4,,lognormal,0.0306,0.4,,lognormal,0.075,0.4,0.97 | 0.03 +STR.W2.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0079,0.4,,lognormal,0.0245,0.4,,lognormal,0.06,0.4,0.97 | 0.03 +STR.S1L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.012,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.92 | 0.08 +STR.S1L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0104,0.4,,lognormal,0.0235,0.4,,lognormal,0.06,0.4,0.92 | 0.08 +STR.S1L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.006,0.4,,lognormal,0.0096,0.4,,lognormal,0.0203,0.4,,lognormal,0.05,0.4,0.92 | 0.08 +STR.S1L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0048,0.4,,lognormal,0.0076,0.4,,lognormal,0.0162,0.4,,lognormal,0.04,0.4,0.92 | 0.08 +STR.S1M.HC,0,Peak 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Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.97 | 0.03 +STR.S3.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.97 | 0.03 +STR.S3.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.97 | 0.03 +STR.S4L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.92 | 0.08 +STR.S4L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.92 | 0.08 +STR.S4L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.92 | 0.08 +STR.S4L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.92 | 0.08 +STR.S4M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.95 | 0.05 +STR.S4M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.95 | 0.05 +STR.S4M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.95 | 0.05 +STR.S4M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.95 | 0.05 +STR.S4H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.97 | 0.03 +STR.S4H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0093,0.4,,lognormal,0.0262,0.4,0.97 | 0.03 +STR.S4H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.97 | 0.03 +STR.S4H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.97 | 0.03 +STR.S5L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.92 | 0.08 +STR.S5L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.92 | 0.08 +STR.S5M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.95 | 0.05 +STR.S5M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.95 | 0.05 +STR.S5H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0015,0.4,,lognormal,0.003,0.4,,lognormal,0.0075,0.4,,lognormal,0.0175,0.4,0.97 | 0.03 +STR.S5H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0012,0.4,,lognormal,0.0024,0.4,,lognormal,0.006,0.4,,lognormal,0.014,0.4,0.97 | 0.03 +STR.C1L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13 +STR.C1L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.0087,0.4,,lognormal,0.0233,0.4,,lognormal,0.06,0.4,0.87 | 0.13 +STR.C1L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.005,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,,lognormal,0.05,0.4,0.87 | 0.13 +STR.C1L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.016,0.4,,lognormal,0.04,0.4,0.87 | 0.13 +STR.C1M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.9 | 0.1 +STR.C1M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0058,0.4,,lognormal,0.0156,0.4,,lognormal,0.04,0.4,0.9 | 0.1 +STR.C1M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0033,0.4,,lognormal,0.0053,0.4,,lognormal,0.0133,0.4,,lognormal,0.0333,0.4,0.9 | 0.1 +STR.C1M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0267,0.4,0.9 | 0.1 +STR.C1H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.95 | 0.05 +STR.C1H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.0043,0.4,,lognormal,0.0117,0.4,,lognormal,0.03,0.4,0.95 | 0.05 +STR.C1H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0025,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.025,0.4,0.95 | 0.05 +STR.C1H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.02,0.4,0.95 | 0.05 +STR.C2L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.03,0.4,,lognormal,0.08,0.4,0.87 | 0.13 +STR.C2L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0084,0.4,,lognormal,0.0232,0.4,,lognormal,0.06,0.4,0.87 | 0.13 +STR.C2L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0076,0.4,,lognormal,0.0197,0.4,,lognormal,0.05,0.4,0.87 | 0.13 +STR.C2L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0061,0.4,,lognormal,0.0158,0.4,,lognormal,0.04,0.4,0.87 | 0.13 +STR.C2M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0067,0.4,,lognormal,0.02,0.4,,lognormal,0.0533,0.4,0.9 | 0.1 +STR.C2M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0056,0.4,,lognormal,0.0154,0.4,,lognormal,0.04,0.4,0.9 | 0.1 +STR.C2M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0051,0.4,,lognormal,0.0132,0.4,,lognormal,0.0333,0.4,0.9 | 0.1 +STR.C2M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0041,0.4,,lognormal,0.0105,0.4,,lognormal,0.0267,0.4,0.9 | 0.1 +STR.C2H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.005,0.4,,lognormal,0.015,0.4,,lognormal,0.04,0.4,0.95 | 0.05 +STR.C2H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0042,0.4,,lognormal,0.0116,0.4,,lognormal,0.03,0.4,0.95 | 0.05 +STR.C2H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0038,0.4,,lognormal,0.0099,0.4,,lognormal,0.025,0.4,0.95 | 0.05 +STR.C2H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0031,0.4,,lognormal,0.0079,0.4,,lognormal,0.02,0.4,0.95 | 0.05 +STR.C3L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15 +STR.C3L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15 +STR.C3M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.87 | 0.13 +STR.C3M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.87 | 0.13 +STR.C3H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0015,0.4,,lognormal,0.003,0.4,,lognormal,0.0075,0.4,,lognormal,0.0175,0.4,0.9 | 0.1 +STR.C3H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0012,0.4,,lognormal,0.0024,0.4,,lognormal,0.006,0.4,,lognormal,0.014,0.4,0.9 | 0.1 +STR.PC1.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15 +STR.PC1.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.007,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15 +STR.PC1.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15 +STR.PC1.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15 +STR.PC2L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.85 | 0.15 +STR.PC2L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.85 | 0.15 +STR.PC2L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.85 | 0.15 +STR.PC2L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.85 | 0.15 +STR.PC2M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.87 | 0.13 +STR.PC2M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.87 | 0.13 +STR.PC2M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.87 | 0.13 +STR.PC2M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.87 | 0.13 +STR.PC2H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.9 | 0.1 +STR.PC2H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0094,0.4,,lognormal,0.0263,0.4,0.9 | 0.1 +STR.PC2H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.9 | 0.1 +STR.PC2H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.9 | 0.1 +STR.RM1L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13 +STR.RM1L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13 +STR.RM1L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13 +STR.RM1L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13 +STR.RM1M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.9 | 0.1 +STR.RM1M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.9 | 0.1 +STR.RM1M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.9 | 0.1 +STR.RM1M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.9 | 0.1 +STR.RM2L.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.87 | 0.13 +STR.RM2L.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0069,0.4,,lognormal,0.0187,0.4,,lognormal,0.0525,0.4,0.87 | 0.13 +STR.RM2L.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.0064,0.4,,lognormal,0.0161,0.4,,lognormal,0.0438,0.4,0.87 | 0.13 +STR.RM2L.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0051,0.4,,lognormal,0.0128,0.4,,lognormal,0.035,0.4,0.87 | 0.13 +STR.RM2M.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0053,0.4,,lognormal,0.016,0.4,,lognormal,0.0467,0.4,0.9 | 0.1 +STR.RM2M.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0046,0.4,,lognormal,0.0125,0.4,,lognormal,0.035,0.4,0.9 | 0.1 +STR.RM2M.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0027,0.4,,lognormal,0.0043,0.4,,lognormal,0.0107,0.4,,lognormal,0.0292,0.4,0.9 | 0.1 +STR.RM2M.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0021,0.4,,lognormal,0.0034,0.4,,lognormal,0.0086,0.4,,lognormal,0.0233,0.4,0.9 | 0.1 +STR.RM2H.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.012,0.4,,lognormal,0.035,0.4,0.95 | 0.05 +STR.RM2H.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0035,0.4,,lognormal,0.0094,0.4,,lognormal,0.0263,0.4,0.95 | 0.05 +STR.RM2H.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0219,0.4,0.95 | 0.05 +STR.RM2H.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0026,0.4,,lognormal,0.0064,0.4,,lognormal,0.0175,0.4,0.95 | 0.05 +STR.URML.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.003,0.4,,lognormal,0.006,0.4,,lognormal,0.015,0.4,,lognormal,0.035,0.4,0.85 | 0.15 +STR.URML.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0024,0.4,,lognormal,0.0048,0.4,,lognormal,0.012,0.4,,lognormal,0.028,0.4,0.85 | 0.15 +STR.URMM.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.002,0.4,,lognormal,0.004,0.4,,lognormal,0.01,0.4,,lognormal,0.0233,0.4,0.85 | 0.15 +STR.URMM.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0016,0.4,,lognormal,0.0032,0.4,,lognormal,0.008,0.4,,lognormal,0.0187,0.4,0.85 | 0.15 +STR.MH.HC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03 +STR.MH.MC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03 +STR.MH.LC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.4,,lognormal,0.008,0.4,,lognormal,0.024,0.4,,lognormal,0.07,0.4,0.97 | 0.03 +STR.MH.PC,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.0032,0.4,,lognormal,0.0064,0.4,,lognormal,0.0192,0.4,,lognormal,0.056,0.4,0.97 | 0.03 +NSD,0,Peak Roof Drift Ratio,rad,0,0,lognormal,0.004,0.5,,lognormal,0.008,0.5,,lognormal,0.025,0.5,,lognormal,0.05,0.5, +NSA.HC,0,Peak Floor Acceleration,g,0,0,lognormal,0.3,0.6,,lognormal,0.6,0.6,,lognormal,1.2,0.6,,lognormal,2.4,0.6, +NSA.MC,0,Peak Floor Acceleration,g,0,0,lognormal,0.25,0.6,,lognormal,0.5,0.6,,lognormal,1,0.6,,lognormal,2,0.6, +NSA.LC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6, +NSA.PC,0,Peak Floor Acceleration,g,0,0,lognormal,0.2,0.6,,lognormal,0.4,0.6,,lognormal,0.8,0.6,,lognormal,1.6,0.6, +LF.W1.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.65,,lognormal,0.55,0.65,,lognormal,1.28,0.65,,lognormal,2.01,0.65,0.97 | 0.03 +LF.W1.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.43,0.65,,lognormal,0.91,0.65,,lognormal,1.34,0.65,0.97 | 0.03 +LF.W1.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.34,0.65,,lognormal,0.61,0.65,,lognormal,0.95,0.65,0.97 | 0.03 +LF.W1.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.29,0.65,,lognormal,0.51,0.65,,lognormal,0.77,0.65,0.97 | 0.03 +LF.W2.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.65,,lognormal,0.56,0.65,,lognormal,1.15,0.65,,lognormal,2.08,0.65,0.97 | 0.03 +LF.W2.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.35,0.65,,lognormal,0.64,0.65,,lognormal,1.13,0.65,0.97 | 0.03 +LF.W2.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.23,0.65,,lognormal,0.48,0.65,,lognormal,0.75,0.65,0.97 | 0.03 +LF.W2.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.19,0.65,,lognormal,0.37,0.65,,lognormal,0.6,0.65,0.97 | 0.03 +LF.S1L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.19,0.65,,lognormal,0.31,0.65,,lognormal,0.64,0.65,,lognormal,1.49,0.65,0.92 | 0.08 +LF.S1L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.22,0.65,,lognormal,0.42,0.65,,lognormal,0.8,0.65,0.92 | 0.08 +LF.S1L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.3,0.65,,lognormal,0.48,0.65,0.92 | 0.08 +LF.S1L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.22,0.65,,lognormal,0.38,0.65,0.92 | 0.08 +LF.S1M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.26,0.65,,lognormal,0.62,0.65,,lognormal,1.43,0.65,0.95 | 0.05 +LF.S1M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.21,0.65,,lognormal,0.44,0.65,,lognormal,0.82,0.65,0.95 | 0.05 +LF.S1M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.18,0.65,,lognormal,0.29,0.65,,lognormal,0.49,0.65,0.95 | 0.05 +LF.S1M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.23,0.65,,lognormal,0.39,0.65,0.95 | 0.05 +LF.S1H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.21,0.65,,lognormal,0.52,0.65,,lognormal,1.31,0.65,0.97 | 0.03 +LF.S1H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.18,0.65,,lognormal,0.39,0.65,,lognormal,0.78,0.65,0.97 | 0.03 +LF.S1H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.15,0.65,,lognormal,0.28,0.65,,lognormal,0.48,0.65,0.97 | 0.03 +LF.S1H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.12,0.65,,lognormal,0.22,0.65,,lognormal,0.38,0.65,0.97 | 0.03 +LF.S2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.41,0.65,,lognormal,0.76,0.65,,lognormal,1.46,0.65,0.92 | 0.08 +LF.S2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.26,0.65,,lognormal,0.46,0.65,,lognormal,0.84,0.65,0.92 | 0.08 +LF.S2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.3,0.65,,lognormal,0.5,0.65,0.92 | 0.08 +LF.S2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.14,0.65,,lognormal,0.23,0.65,,lognormal,0.39,0.65,0.92 | 0.08 +LF.S2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.27,0.65,,lognormal,0.73,0.65,,lognormal,1.62,0.65,0.95 | 0.05 +LF.S2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.22,0.65,,lognormal,0.53,0.65,,lognormal,0.97,0.65,0.95 | 0.05 +LF.S2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.18,0.65,,lognormal,0.35,0.65,,lognormal,0.58,0.65,0.95 | 0.05 +LF.S2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.14,0.65,,lognormal,0.28,0.65,,lognormal,0.47,0.65,0.95 | 0.05 +LF.S2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.22,0.65,,lognormal,0.65,0.65,,lognormal,1.6,0.65,0.97 | 0.03 +LF.S2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.19,0.65,,lognormal,0.49,0.65,,lognormal,1.02,0.65,0.97 | 0.03 +LF.S2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.17,0.65,,lognormal,0.36,0.65,,lognormal,0.63,0.65,0.97 | 0.03 +LF.S2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.29,0.65,,lognormal,0.5,0.65,0.97 | 0.03 +LF.S3.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.26,0.65,,lognormal,0.54,0.65,,lognormal,1,0.65,0.97 | 0.03 +LF.S3.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.19,0.65,,lognormal,0.33,0.65,,lognormal,0.6,0.65,0.97 | 0.03 +LF.S3.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.13,0.65,,lognormal,0.2,0.65,,lognormal,0.38,0.65,0.97 | 0.03 +LF.S3.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.1,0.65,,lognormal,0.16,0.65,,lognormal,0.3,0.65,0.97 | 0.03 +LF.S4L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.39,0.65,,lognormal,0.71,0.65,,lognormal,1.33,0.65,0.92 | 0.08 +LF.S4L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.19,0.65,,lognormal,0.26,0.65,,lognormal,0.41,0.65,,lognormal,0.78,0.65,0.92 | 0.08 +LF.S4L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.16,0.65,,lognormal,0.26,0.65,,lognormal,0.46,0.65,0.92 | 0.08 +LF.S4L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.13,0.65,,lognormal,0.2,0.65,,lognormal,0.36,0.65,0.92 | 0.08 +LF.S4M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.28,0.65,,lognormal,0.73,0.65,,lognormal,1.56,0.65,0.95 | 0.05 +LF.S4M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.22,0.65,,lognormal,0.51,0.65,,lognormal,0.92,0.65,0.95 | 0.05 +LF.S4M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.31,0.65,,lognormal,0.54,0.65,0.95 | 0.05 +LF.S4M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.25,0.65,,lognormal,0.43,0.65,0.95 | 0.05 +LF.S4H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.25,0.65,,lognormal,0.69,0.65,,lognormal,1.63,0.65,0.97 | 0.03 +LF.S4H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.21,0.65,,lognormal,0.51,0.65,,lognormal,0.97,0.65,0.97 | 0.03 +LF.S4H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.33,0.65,,lognormal,0.59,0.65,0.97 | 0.03 +LF.S4H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.27,0.65,,lognormal,0.47,0.65,0.97 | 0.03 +LF.S5L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.28,0.65,,lognormal,0.45,0.65,0.92 | 0.08 +LF.S5L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.14,0.65,,lognormal,0.22,0.65,,lognormal,0.37,0.65,0.92 | 0.08 +LF.S5M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.34,0.65,,lognormal,0.53,0.65,0.95 | 0.05 +LF.S5M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.28,0.65,,lognormal,0.43,0.65,0.95 | 0.05 +LF.S5H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.18,0.65,,lognormal,0.35,0.65,,lognormal,0.58,0.65,0.97 | 0.03 +LF.S5H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.14,0.65,,lognormal,0.29,0.65,,lognormal,0.46,0.65,0.97 | 0.03 +LF.C1L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.21,0.65,,lognormal,0.35,0.65,,lognormal,0.7,0.65,,lognormal,1.37,0.65,0.87 | 0.13 +LF.C1L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.23,0.65,,lognormal,0.41,0.65,,lognormal,0.77,0.65,0.87 | 0.13 +LF.C1L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.15,0.65,,lognormal,0.27,0.65,,lognormal,0.45,0.65,0.87 | 0.13 +LF.C1L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.12,0.65,,lognormal,0.21,0.65,,lognormal,0.36,0.65,0.87 | 0.13 +LF.C1M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.27,0.65,,lognormal,0.73,0.65,,lognormal,1.61,0.65,0.9 | 0.1 +LF.C1M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.21,0.65,,lognormal,0.49,0.65,,lognormal,0.89,0.65,0.9 | 0.1 +LF.C1M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.32,0.65,,lognormal,0.54,0.65,0.9 | 0.1 +LF.C1M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.26,0.65,,lognormal,0.43,0.65,0.9 | 0.1 +LF.C1H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.22,0.65,,lognormal,0.62,0.65,,lognormal,1.35,0.65,0.95 | 0.05 +LF.C1H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.41,0.65,,lognormal,0.74,0.65,0.95 | 0.05 +LF.C1H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.15,0.65,,lognormal,0.27,0.65,,lognormal,0.44,0.65,0.95 | 0.05 +LF.C1H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.12,0.65,,lognormal,0.21,0.65,,lognormal,0.35,0.65,0.95 | 0.05 +LF.C2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.45,0.65,,lognormal,0.9,0.65,,lognormal,1.55,0.65,0.87 | 0.13 +LF.C2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.3,0.65,,lognormal,0.49,0.65,,lognormal,0.87,0.65,0.87 | 0.13 +LF.C2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.19,0.65,,lognormal,0.3,0.65,,lognormal,0.52,0.65,0.87 | 0.13 +LF.C2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.15,0.65,,lognormal,0.24,0.65,,lognormal,0.42,0.65,0.87 | 0.13 +LF.C2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.65,,lognormal,0.36,0.65,,lognormal,0.87,0.65,,lognormal,1.95,0.65,0.9 | 0.1 +LF.C2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.26,0.65,,lognormal,0.55,0.65,,lognormal,1.02,0.65,0.9 | 0.1 +LF.C2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.19,0.65,,lognormal,0.38,0.65,,lognormal,0.63,0.65,0.9 | 0.1 +LF.C2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.15,0.65,,lognormal,0.3,0.65,,lognormal,0.5,0.65,0.9 | 0.1 +LF.C2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.29,0.65,,lognormal,0.82,0.65,,lognormal,1.87,0.65,0.95 | 0.05 +LF.C2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.23,0.65,,lognormal,0.57,0.65,,lognormal,1.07,0.65,0.95 | 0.05 +LF.C2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.19,0.65,,lognormal,0.38,0.65,,lognormal,0.65,0.65,0.95 | 0.05 +LF.C2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.15,0.65,,lognormal,0.31,0.65,,lognormal,0.52,0.65,0.95 | 0.05 +LF.C3L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.26,0.65,,lognormal,0.44,0.65,0.85 | 0.15 +LF.C3L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.14,0.65,,lognormal,0.21,0.65,,lognormal,0.35,0.65,0.85 | 0.15 +LF.C3M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.17,0.65,,lognormal,0.32,0.65,,lognormal,0.51,0.65,0.87 | 0.13 +LF.C3M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.14,0.65,,lognormal,0.25,0.65,,lognormal,0.41,0.65,0.87 | 0.13 +LF.C3H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.16,0.65,,lognormal,0.33,0.65,,lognormal,0.53,0.65,0.9 | 0.1 +LF.C3H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.13,0.65,,lognormal,0.27,0.65,,lognormal,0.43,0.65,0.9 | 0.1 +LF.PC1.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.35,0.65,,lognormal,0.72,0.65,,lognormal,1.25,0.65,0.85 | 0.15 +LF.PC1.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.24,0.65,,lognormal,0.44,0.65,,lognormal,0.71,0.65,0.85 | 0.15 +LF.PC1.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.25,0.65,,lognormal,0.45,0.65,0.85 | 0.15 +LF.PC1.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.14,0.65,,lognormal,0.21,0.65,,lognormal,0.35,0.65,0.85 | 0.15 +LF.PC2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.24,0.65,,lognormal,0.36,0.65,,lognormal,0.69,0.65,,lognormal,1.23,0.65,0.85 | 0.15 +LF.PC2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.25,0.65,,lognormal,0.4,0.65,,lognormal,0.74,0.65,0.85 | 0.15 +LF.PC2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.15,0.65,,lognormal,0.24,0.65,,lognormal,0.44,0.65,0.85 | 0.15 +LF.PC2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.13,0.65,,lognormal,0.19,0.65,,lognormal,0.35,0.65,0.85 | 0.15 +LF.PC2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.65,,lognormal,0.29,0.65,,lognormal,0.67,0.65,,lognormal,1.51,0.65,0.87 | 0.13 +LF.PC2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.15,0.65,,lognormal,0.21,0.65,,lognormal,0.45,0.65,,lognormal,0.86,0.65,0.87 | 0.13 +LF.PC2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.16,0.65,,lognormal,0.31,0.65,,lognormal,0.52,0.65,0.87 | 0.13 +LF.PC2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.24,0.65,,lognormal,0.42,0.65,0.87 | 0.13 +LF.PC2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.23,0.65,,lognormal,0.63,0.65,,lognormal,1.49,0.65,0.9 | 0.1 +LF.PC2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.19,0.65,,lognormal,0.46,0.65,,lognormal,0.9,0.65,0.9 | 0.1 +LF.PC2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.16,0.65,,lognormal,0.31,0.65,,lognormal,0.55,0.65,0.9 | 0.1 +LF.PC2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.25,0.65,,lognormal,0.43,0.65,0.9 | 0.1 +LF.RM1L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.3,0.65,,lognormal,0.46,0.65,,lognormal,0.93,0.65,,lognormal,1.57,0.65,0.87 | 0.13 +LF.RM1L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.22,0.65,,lognormal,0.3,0.65,,lognormal,0.5,0.65,,lognormal,0.85,0.65,0.87 | 0.13 +LF.RM1L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.2,0.65,,lognormal,0.29,0.65,,lognormal,0.54,0.65,0.87 | 0.13 +LF.RM1L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.16,0.65,,lognormal,0.24,0.65,,lognormal,0.43,0.65,0.87 | 0.13 +LF.RM1M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.37,0.65,,lognormal,0.81,0.65,,lognormal,1.9,0.65,0.9 | 0.1 +LF.RM1M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.18,0.65,,lognormal,0.26,0.65,,lognormal,0.51,0.65,,lognormal,1.03,0.65,0.9 | 0.1 +LF.RM1M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.19,0.65,,lognormal,0.35,0.65,,lognormal,0.63,0.65,0.9 | 0.1 +LF.RM1M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.15,0.65,,lognormal,0.28,0.65,,lognormal,0.5,0.65,0.9 | 0.1 +LF.RM2L.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.26,0.65,,lognormal,0.42,0.65,,lognormal,0.87,0.65,,lognormal,1.49,0.65,0.87 | 0.13 +LF.RM2L.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.2,0.65,,lognormal,0.28,0.65,,lognormal,0.47,0.65,,lognormal,0.81,0.65,0.87 | 0.13 +LF.RM2L.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.18,0.65,,lognormal,0.28,0.65,,lognormal,0.51,0.65,0.87 | 0.13 +LF.RM2L.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.15,0.65,,lognormal,0.22,0.65,,lognormal,0.41,0.65,0.87 | 0.13 +LF.RM2M.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.17,0.65,,lognormal,0.33,0.65,,lognormal,0.75,0.65,,lognormal,1.83,0.65,0.9 | 0.1 +LF.RM2M.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.16,0.65,,lognormal,0.23,0.65,,lognormal,0.48,0.65,,lognormal,0.99,0.65,0.9 | 0.1 +LF.RM2M.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.17,0.65,,lognormal,0.34,0.65,,lognormal,0.6,0.65,0.9 | 0.1 +LF.RM2M.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.14,0.65,,lognormal,0.26,0.65,,lognormal,0.47,0.65,0.9 | 0.1 +LF.RM2H.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.24,0.65,,lognormal,0.67,0.65,,lognormal,1.78,0.65,0.95 | 0.05 +LF.RM2H.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.12,0.65,,lognormal,0.2,0.65,,lognormal,0.48,0.65,,lognormal,1.01,0.65,0.95 | 0.05 +LF.RM2H.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.17,0.65,,lognormal,0.35,0.65,,lognormal,0.62,0.65,0.95 | 0.05 +LF.RM2H.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.27,0.65,,lognormal,0.5,0.65,0.95 | 0.05 +LF.URML.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.14,0.65,,lognormal,0.2,0.65,,lognormal,0.32,0.65,,lognormal,0.46,0.65,0.85 | 0.15 +LF.URML.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.13,0.65,,lognormal,0.17,0.65,,lognormal,0.26,0.65,,lognormal,0.37,0.65,0.85 | 0.15 +LF.URMM.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.1,0.65,,lognormal,0.16,0.65,,lognormal,0.27,0.65,,lognormal,0.46,0.65,0.85 | 0.15 +LF.URMM.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.09,0.65,,lognormal,0.13,0.65,,lognormal,0.21,0.65,,lognormal,0.38,0.65,0.85 | 0.15 +LF.MH.HC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.31,0.65,,lognormal,0.6,0.65,0.97 | 0.03 +LF.MH.MC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.31,0.65,,lognormal,0.6,0.65,0.97 | 0.03 +LF.MH.LC,0,Peak Ground Acceleration,g,0,0,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.31,0.65,,lognormal,0.6,0.65,0.97 | 0.03 +LF.MH.PC,0,Peak Ground Acceleration,g,0,0,lognormal,0.08,0.65,,lognormal,0.11,0.65,,lognormal,0.18,0.65,,lognormal,0.34,0.65,0.97 | 0.03 +GF.H.S,0,Permanent Ground Deformation,inch,0,0,lognormal,60,1.256,0.8 | 0.2,,,,,,,,,,,, +GF.H.D,0,Permanent Ground Deformation,inch,0,0,lognormal,184,1.659,0.8 | 0.2,,,,,,,,,,,, +GF.V.S,0,Permanent Ground Deformation,inch,0,0,lognormal,10,1.256,0.8 | 0.2,,,,,,,,,,,, +GF.V.D,0,Permanent Ground Deformation,inch,0,0,lognormal,486,2.362,0.8 | 0.2,,,,,,,,,,,, From 7a06d379b2c9e9cbff345b2b40df5c79f46c8a67 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 23:42:08 -0700 Subject: [PATCH 08/24] bc - added Hazus transportation recovery functions --- .../resources/trnsp_repair_DB_Hazus_EQ.csv | 35 +++++++++++++++++++ 1 file changed, 35 insertions(+) create mode 100644 pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv diff --git a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv new file mode 100644 index 000000000..908b6a75d --- /dev/null +++ b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv @@ -0,0 +1,35 @@ +ID-DV,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0 +HRD.GF.1,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 +HRD.GF.2,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 +HWB.GS.1,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.2,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.3,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.4,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.5,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.6,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.7,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.8,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.9,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.10,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.11,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.12,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.13,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.14,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.15,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.16,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.17,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.18,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.19,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.20,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.21,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.22,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.23,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.24,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.25,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.26,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.27,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.28,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GF,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HTU.GS.1,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +HTU.GS.2,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +HTU.GF,0,1 EA,loss_ratio,0.1,0.75,0.95,1 From 560cf3427e4c9ae5a26108806dcb3c9a9b9544d5 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Tue, 16 May 2023 23:56:32 -0700 Subject: [PATCH 09/24] bc - corrected ids for Hazus transportation recovery functions --- .../resources/trnsp_repair_DB_Hazus_EQ.csv | 68 +++++++++---------- 1 file changed, 34 insertions(+), 34 deletions(-) diff --git a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv index 908b6a75d..a333fda03 100644 --- a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv +++ b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv @@ -1,35 +1,35 @@ ID-DV,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0 -HRD.GF.1,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 -HRD.GF.2,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 -HWB.GS.1,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.2,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.3,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.4,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.5,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.6,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.7,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.8,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.9,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.10,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.11,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.12,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.13,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.14,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.15,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.16,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.17,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.18,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.19,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.20,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.21,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.22,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.23,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.24,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.25,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.26,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.27,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.28,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GF,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HTU.GS.1,0,1 EA,loss_ratio,0.1,0.75,0.95,1 -HTU.GS.2,0,1 EA,loss_ratio,0.1,0.75,0.95,1 -HTU.GF,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +HRD.GF.1-cost,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 +HRD.GF.2-cost,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 +HWB.GS.1-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.2-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.3-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.4-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.5-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.6-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.7-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.8-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.9-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.10-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.11-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.12-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.13-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.14-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.15-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.16-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.17-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.18-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.19-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.20-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.21-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.22-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.23-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.24-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.25-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.26-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.27-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GS.28-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB.GF-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HTU.GS.1-cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +HTU.GS.2-cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +HTU.GF-cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 From a0cb2dae8de32b8a4cff59d2e0adb2ab323b3e71 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 16:56:28 -0700 Subject: [PATCH 10/24] bc - condensed transportation restoration curves --- .../resources/trnsp_repair_DB_Hazus_EQ.csv | 42 ++++--------------- 1 file changed, 7 insertions(+), 35 deletions(-) diff --git a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv index a333fda03..6d77a4dfc 100644 --- a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv +++ b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv @@ -1,35 +1,7 @@ -ID-DV,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0 -HRD.GF.1-cost,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 -HRD.GF.2-cost,0,1 EA,loss_ratio,0.1,0.75,0.9,0.9 -HWB.GS.1-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.2-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.3-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.4-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.5-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.6-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.7-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.8-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.9-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.10-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.11-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.12-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.13-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.14-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.15-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.16-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.17-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.18-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.19-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.20-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.21-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.22-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.23-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.24-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.25-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.26-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.27-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GS.28-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB.GF-cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HTU.GS.1-cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 -HTU.GS.2-cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 -HTU.GF-cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0 +HRD-Cost,0,1 EA,loss_ratio,0.1,0.75,0.9, +HRD-Time,0,1 EA,day,2,9,70, +HWB-Cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB-Time,0,1 EA,day,2,10,200,365 +HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +HTU-Time,0,1 EA,day,2,10,130,365 From 26dd32a4e7c578fe6ea309cc78bc0121fcf1dadd Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 16:58:47 -0700 Subject: [PATCH 11/24] bc - redefined the fragility functions for HWB.GF to address pelicun read error --- .../resources/fragility_DB_Hazus_EQ_trnsp.csv | 70 +- .../fragility_DB_Hazus_EQ_trnsp.json | 1750 ++++++++--------- 2 files changed, 910 insertions(+), 910 deletions(-) diff --git a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv index 13dfceb81..4a365ad83 100644 --- a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv +++ b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv @@ -1,35 +1,35 @@ -ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights -HRD.GF.1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, -HRD.GF.2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, -HWB.GS.1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, -HWB.GS.2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GS.4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GS.5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB.GS.9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB.GS.10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB.GS.21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB.GS.22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GF,0,Permanent Ground Deformation,inch,0,0,,,,,,,,,lognormal,3.9,0.2,,lognormal,13.8,0.2, -HTU.GS.1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, -HTU.GS.2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, -HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, +ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights +HRD.GF.1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, +HRD.GF.2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, +HWB.GS.1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, +HWB.GS.2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GS.4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GS.5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB.GS.9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB.GS.10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB.GS.21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB.GS.22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,3.9,0.2,,lognormal,13.8,0.2,,,,,,,,, +HTU.GS.1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, +HTU.GS.2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, +HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, diff --git a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json index 58a2b89e0..7857cf0f0 100644 --- a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json +++ b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json @@ -1,875 +1,875 @@ -{ - "HRD.GS.1": { - "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." - } - } - } - }, - "HRD.GS.2": { - "Description": "Urban roads including intercity roads and other roads with two lanes.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." - } - } - } - }, - "HWB.GS.1": { - "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.2": { - "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.3": { - "Description": "Conventional (early seismic) design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.4": { - "Description": "Modern seismic design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.5": { - "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.6": { - "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.7": { - "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.8": { - "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.9": { - "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.10": { - "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.11": { - "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.12": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.13": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.14": { - "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.15": { - "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.16": { - "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.17": { - "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.18": { - "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.19": { - "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.20": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.21": { - "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.22": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.23": { - "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.24": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.25": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.26": { - "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.27": { - "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.28": { - "Description": "A bridge that is not classified as HWB1-HWB27", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GF": { - "Description": "All bridges subjected ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS3": { - "DS3": { - "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Partial or total bridge collapse" - } - } - } - }, - "HTU.GS.1": { - "Description": "Any bored/drilled tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU.GS.2": { - "Description": "Any cut & cover tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU.GF": { - "Description": "Any tunnel subjected to ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" - } - } - } - } -} +{ + "HRD.GF.1": { + "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." + } + } + } + }, + "HRD.GF.2": { + "Description": "Urban roads including intercity roads and other roads with two lanes.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." + } + } + } + }, + "HWB.GS.1": { + "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.2": { + "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.3": { + "Description": "Conventional (early seismic) design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.4": { + "Description": "Modern seismic design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.5": { + "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.6": { + "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.7": { + "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.8": { + "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.9": { + "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.10": { + "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.11": { + "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.12": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.13": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.14": { + "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.15": { + "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.16": { + "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.17": { + "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.18": { + "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.19": { + "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.20": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.21": { + "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.22": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.23": { + "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.24": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.25": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.26": { + "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.27": { + "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.28": { + "Description": "A bridge that is not classified as HWB1-HWB27", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GF": { + "Description": "All bridges subjected ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" + } + }, + "LS2": { + "DS2": { + "Description": "Complete Damage: Partial or total bridge collapse" + } + } + } + }, + "HTU.GS.1": { + "Description": "Any bored/drilled tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU.GS.2": { + "Description": "Any cut & cover tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU.GF": { + "Description": "Any tunnel subjected to ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" + } + } + } + } +} From 966ba9701255ab32e16bbb5f91c7e9ec95a14475 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 17:00:09 -0700 Subject: [PATCH 12/24] bc - updated example 3 demands file to include IM units --- pelicun/examples/003/demands.csv | 5 +++-- 1 file changed, 3 insertions(+), 2 deletions(-) diff --git a/pelicun/examples/003/demands.csv b/pelicun/examples/003/demands.csv index 74f42abe3..ad782418f 100644 --- a/pelicun/examples/003/demands.csv +++ b/pelicun/examples/003/demands.csv @@ -1,2 +1,3 @@ -,1-SA_1.0-1-1,1-PGD-2-1,1-PGA-3-1 -0,1.5,60,0.9 +,1-SA_1.0-1-1,1-PGD-2-1,1-PGA-3-1 +Units,g,in,g +0,1.5,60,0.9 From 68ce6234df182ae7aca18cb84270e9d9f1be5b16 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 17:03:46 -0700 Subject: [PATCH 13/24] bc - added a mapping file for loss assessment in example 3 --- pelicun/examples/003/lossmap.csv | 4 ++++ 1 file changed, 4 insertions(+) create mode 100644 pelicun/examples/003/lossmap.csv diff --git a/pelicun/examples/003/lossmap.csv b/pelicun/examples/003/lossmap.csv new file mode 100644 index 000000000..b111efda4 --- /dev/null +++ b/pelicun/examples/003/lossmap.csv @@ -0,0 +1,4 @@ +ID,BldgRepair +DMG-HWB.GS.3,HWB +DMG-HRD.GF.1,HRD +DMG-HTU.GS.1,HTU From 3bdab302a9da04753f61491644f02b4def9b856d Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 18:30:44 -0700 Subject: [PATCH 14/24] bc - updated example 3 input for correct mapping between calculated damage and recovery functions --- pelicun/examples/003/input.json | 10 +++++++++- 1 file changed, 9 insertions(+), 1 deletion(-) diff --git a/pelicun/examples/003/input.json b/pelicun/examples/003/input.json index 7df59c56d..49a82c048 100644 --- a/pelicun/examples/003/input.json +++ b/pelicun/examples/003/input.json @@ -7,7 +7,7 @@ }, "Damage": { - "DamageProcess": "PelicunDefault/fragility_DB_Hazus_EQ_trnsp.csv" + "DamageProcess": "None" }, "Demands": { "Calibration": { @@ -17,6 +17,14 @@ }, "DemandFilePath": "demands.csv", "SampleSize": "500" + }, + "Losses": { + "BldgRepair": { + "ConsequenceDatabase": "User Defined", + "ConsequenceDatabasePath": "PelicunDefault/trnsp_repair_DB_Hazus_EQ.csv", + "MapApproach": "User Defined", + "MapFilePath": "lossmap.csv" + } } }, "GeneralInformation": { From 710e04e7fd781c7427b66f6a15c20d3e199294d1 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 18:35:07 -0700 Subject: [PATCH 15/24] bc - DL_calculation now correctly resolves PelicunDefault in ConsequenceDatabasePath --- pelicun/tools/DL_calculation.py | 13 +++++++++---- 1 file changed, 9 insertions(+), 4 deletions(-) diff --git a/pelicun/tools/DL_calculation.py b/pelicun/tools/DL_calculation.py index 128f780b8..2b768000f 100644 --- a/pelicun/tools/DL_calculation.py +++ b/pelicun/tools/DL_calculation.py @@ -53,6 +53,7 @@ from pelicun.base import convert_to_SimpleIndex from pelicun.base import describe from pelicun.base import EDP_to_demand_type +from pelicun.base import pelicun_path from pelicun.file_io import load_data from pelicun.assessment import Assessment @@ -1083,12 +1084,16 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if bldg_repair_config.get('ConsequenceDatabasePath', False) != False: - extra_comps = bldg_repair_config['ConsequenceDatabasePath'] - - consequence_db += [extra_comps,] + extra_comps_path = bldg_repair_config['ConsequenceDatabasePath'] + consequence_db += [extra_comps_path,] + + if 'PelicunDefault/' in extra_comps_path: + extra_comps_path = extra_comps_path.replace( + 'PelicunDefault/', f'{pelicun_path}/resources/') + print(extra_comps_path) extra_conseq_df = load_data( - bldg_repair_config['ConsequenceDatabasePath'], + extra_comps_path, unit_conversion_factors={}, orientation=1, reindex=False, convert=[]) From f37b697b9606ac12b2d8787c85836ca1e06656a0 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 19:49:54 -0700 Subject: [PATCH 16/24] bc - added the descriptions for transportation component recovery functions --- .../resources/trnsp_repair_DB_Hazus_EQ.json | 73 +++++++++++++++++++ 1 file changed, 73 insertions(+) create mode 100644 pelicun/resources/trnsp_repair_DB_Hazus_EQ.json diff --git a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.json b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.json new file mode 100644 index 000000000..0b1b2e94b --- /dev/null +++ b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.json @@ -0,0 +1,73 @@ +{ + "HRD": { + "Description": "Roadway segments", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." + } + } + } + }, + "HWB": { + "Description": "Highway/railway bridge structures", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments, incipient unseating of the bridge supersturcture" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HTU": { + "Description": "Highway/railway tunnel structures", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" + } + } + } + } +} From 8212e9d7b78027aeb10c64bcd32a6baab817c8ec Mon Sep 17 00:00:00 2001 From: bacetiner Date: Wed, 17 May 2023 19:56:09 -0700 Subject: [PATCH 17/24] bc - removed redundant print statement for ConsequenceDatabasePath in DL_calculation.py --- pelicun/tools/DL_calculation.py | 2 +- 1 file changed, 1 insertion(+), 1 deletion(-) diff --git a/pelicun/tools/DL_calculation.py b/pelicun/tools/DL_calculation.py index 2b768000f..31dcfcaf4 100644 --- a/pelicun/tools/DL_calculation.py +++ b/pelicun/tools/DL_calculation.py @@ -1091,7 +1091,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if 'PelicunDefault/' in extra_comps_path: extra_comps_path = extra_comps_path.replace( 'PelicunDefault/', f'{pelicun_path}/resources/') - print(extra_comps_path) + extra_conseq_df = load_data( extra_comps_path, unit_conversion_factors={}, From 284f7f2ead86f169323b1e78ae6aaea692fa1b94 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Thu, 18 May 2023 10:45:20 -0700 Subject: [PATCH 18/24] bc - updated example 3 input to pull in the renamed database files --- pelicun/examples/003/input.json | 4 +- .../resources/fragility_DB_Hazus_EQ_trnsp.csv | 35 - .../fragility_DB_Hazus_EQ_trnsp.json | 875 ------------------ .../resources/trnsp_repair_DB_Hazus_EQ.csv | 7 - .../resources/trnsp_repair_DB_Hazus_EQ.json | 73 -- 5 files changed, 2 insertions(+), 992 deletions(-) delete mode 100644 pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv delete mode 100644 pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json delete mode 100644 pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv delete mode 100644 pelicun/resources/trnsp_repair_DB_Hazus_EQ.json diff --git a/pelicun/examples/003/input.json b/pelicun/examples/003/input.json index 49a82c048..15e2d5755 100644 --- a/pelicun/examples/003/input.json +++ b/pelicun/examples/003/input.json @@ -3,7 +3,7 @@ "Asset": { "ComponentAssignmentFile": "CMP_QNT.csv", "ComponentDatabase": "User Defined", - "ComponentDatabasePath": "PelicunDefault/fragility_DB_Hazus_EQ_trnsp.csv" + "ComponentDatabasePath": "PelicunDefault/damage_DB_Hazus_EQ_trnsp.csv" }, "Damage": { @@ -21,7 +21,7 @@ "Losses": { "BldgRepair": { "ConsequenceDatabase": "User Defined", - "ConsequenceDatabasePath": "PelicunDefault/trnsp_repair_DB_Hazus_EQ.csv", + "ConsequenceDatabasePath": "PelicunDefault/loss_repair_DB_Hazus_EQ_trnsp.csv", "MapApproach": "User Defined", "MapFilePath": "lossmap.csv" } diff --git a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv deleted file mode 100644 index 4a365ad83..000000000 --- a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.csv +++ /dev/null @@ -1,35 +0,0 @@ -ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights -HRD.GF.1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, -HRD.GF.2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, -HWB.GS.1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, -HWB.GS.2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GS.4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GS.5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB.GS.9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB.GS.10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB.GS.21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB.GS.22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,3.9,0.2,,lognormal,13.8,0.2,,,,,,,,, -HTU.GS.1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, -HTU.GS.2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, -HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, diff --git a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json b/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json deleted file mode 100644 index 7857cf0f0..000000000 --- a/pelicun/resources/fragility_DB_Hazus_EQ_trnsp.json +++ /dev/null @@ -1,875 +0,0 @@ -{ - "HRD.GF.1": { - "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." - } - } - } - }, - "HRD.GF.2": { - "Description": "Urban roads including intercity roads and other roads with two lanes.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." - } - } - } - }, - "HWB.GS.1": { - "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.2": { - "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.3": { - "Description": "Conventional (early seismic) design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.4": { - "Description": "Modern seismic design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.5": { - "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.6": { - "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.7": { - "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.8": { - "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.9": { - "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.10": { - "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.11": { - "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.12": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.13": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.14": { - "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.15": { - "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.16": { - "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.17": { - "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.18": { - "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.19": { - "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.20": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.21": { - "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.22": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.23": { - "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.24": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.25": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.26": { - "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.27": { - "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.28": { - "Description": "A bridge that is not classified as HWB1-HWB27", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GF": { - "Description": "All bridges subjected ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" - } - }, - "LS2": { - "DS2": { - "Description": "Complete Damage: Partial or total bridge collapse" - } - } - } - }, - "HTU.GS.1": { - "Description": "Any bored/drilled tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU.GS.2": { - "Description": "Any cut & cover tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU.GF": { - "Description": "Any tunnel subjected to ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" - } - } - } - } -} diff --git a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv deleted file mode 100644 index 6d77a4dfc..000000000 --- a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.csv +++ /dev/null @@ -1,7 +0,0 @@ -ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0 -HRD-Cost,0,1 EA,loss_ratio,0.1,0.75,0.9, -HRD-Time,0,1 EA,day,2,9,70, -HWB-Cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB-Time,0,1 EA,day,2,10,200,365 -HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 -HTU-Time,0,1 EA,day,2,10,130,365 diff --git a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.json b/pelicun/resources/trnsp_repair_DB_Hazus_EQ.json deleted file mode 100644 index 0b1b2e94b..000000000 --- a/pelicun/resources/trnsp_repair_DB_Hazus_EQ.json +++ /dev/null @@ -1,73 +0,0 @@ -{ - "HRD": { - "Description": "Roadway segments", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." - } - } - } - }, - "HWB": { - "Description": "Highway/railway bridge structures", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments, incipient unseating of the bridge supersturcture" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HTU": { - "Description": "Highway/railway tunnel structures", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" - } - } - } - } -} From eaef314a298315fe33e24ca213a19fb6f7d14035 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Thu, 18 May 2023 10:46:37 -0700 Subject: [PATCH 19/24] bc - renamed transportation DB files using the new naming convention --- .../resources/damage_DB_Hazus_EQ_trnsp.csv | 35 + .../resources/damage_DB_Hazus_EQ_trnsp.json | 889 ++++++++++++++++++ .../loss_repair_DB_Hazus_EQ_trnsp.csv | 7 + .../loss_repair_DB_Hazus_EQ_trnsp.json | 67 ++ 4 files changed, 998 insertions(+) create mode 100644 pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv create mode 100644 pelicun/resources/damage_DB_Hazus_EQ_trnsp.json create mode 100644 pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv create mode 100644 pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json diff --git a/pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv new file mode 100644 index 000000000..4a365ad83 --- /dev/null +++ b/pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv @@ -0,0 +1,35 @@ +ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights +HRD.GF.1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, +HRD.GF.2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, +HWB.GS.1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, +HWB.GS.2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GS.4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GS.5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB.GS.9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB.GS.10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, +HWB.GS.20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, +HWB.GS.21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, +HWB.GS.22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, +HWB.GS.24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, +HWB.GS.25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, +HWB.GS.26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, +HWB.GS.28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, +HWB.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,3.9,0.2,,lognormal,13.8,0.2,,,,,,,,, +HTU.GS.1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, +HTU.GS.2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, +HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, diff --git a/pelicun/resources/damage_DB_Hazus_EQ_trnsp.json b/pelicun/resources/damage_DB_Hazus_EQ_trnsp.json new file mode 100644 index 000000000..48ade25eb --- /dev/null +++ b/pelicun/resources/damage_DB_Hazus_EQ_trnsp.json @@ -0,0 +1,889 @@ +{ + "_GeneralInformation": { + "ShortName": "Hazus Earthquake Methodology - Transportation", + "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual", + "Version": "1.0", + "DecisionVariables": { + "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.", + "Time": "Repair time is measured in days and captures the time it takes to completely repair the damages." + }, + "ComponentGroups": [ + "HRD - Road segments", + "HWB - Bridges", + "HTU - Tunnels" + ] + }, + "HRD.GF.1": { + "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." + } + } + } + }, + "HRD.GF.2": { + "Description": "Urban roads including intercity roads and other roads with two lanes.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." + } + } + } + }, + "HWB.GS.1": { + "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.2": { + "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.3": { + "Description": "Conventional (early seismic) design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.4": { + "Description": "Modern seismic design single-span bridge", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.5": { + "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.6": { + "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.7": { + "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.8": { + "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.9": { + "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.10": { + "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.11": { + "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.12": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.13": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.14": { + "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.15": { + "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.16": { + "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.17": { + "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.18": { + "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.19": { + "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.20": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.21": { + "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.22": { + "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.23": { + "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.24": { + "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.25": { + "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.26": { + "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.27": { + "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GS.28": { + "Description": "A bridge that is not classified as HWB1-HWB27", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" + } + }, + "LS4": { + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + } + }, + "HWB.GF": { + "Description": "All bridges subjected ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" + } + }, + "LS2": { + "DS2": { + "Description": "Complete Damage: Partial or total bridge collapse" + } + } + } + }, + "HTU.GS.1": { + "Description": "Any bored/drilled tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU.GS.2": { + "Description": "Any cut & cover tunnel subjected to ground shaking effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + } + } + }, + "HTU.GF": { + "Description": "Any tunnel subjected to ground failure effects", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + } + }, + "LS2": { + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + } + }, + "LS3": { + "DS3": { + "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" + } + } + } + } +} diff --git a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv new file mode 100644 index 000000000..6d77a4dfc --- /dev/null +++ b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv @@ -0,0 +1,7 @@ +ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0 +HRD-Cost,0,1 EA,loss_ratio,0.1,0.75,0.9, +HRD-Time,0,1 EA,day,2,9,70, +HWB-Cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 +HWB-Time,0,1 EA,day,2,10,200,365 +HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 +HTU-Time,0,1 EA,day,2,10,130,365 diff --git a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json new file mode 100644 index 000000000..61ca5867b --- /dev/null +++ b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json @@ -0,0 +1,67 @@ +{ + "_GeneralInformation": { + "ShortName": "Hazus Earthquake Methodology - Transportation", + "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual", + "Version": "1.0", + "DecisionVariables": { + "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.", + "Time": "Repair time is measured in days and captures the time it takes to completely repair the damages." + }, + "ComponentGroups": [ + "HRD - Road segments", + "HWB - Bridges", + "HTU - Tunnels" + ] + }, + "HRD": { + "Description": "Roadway segments", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "DamageStates": { + "DS1": { + "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." + }, + "DS2": { + "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." + }, + "DS3": { + "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." + } + } + }, + "HWB": { + "Description": "Highway/railway bridge structures", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "DamageStates": { + "DS1": { + "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" + }, + "DS2": { + "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" + }, + "DS3": { + "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments, incipient unseating of the bridge supersturcture" + }, + "DS4": { + "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" + } + } + }, + "HTU": { + "Description": "Highway/railway tunnel structures", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "DamageStates": { + "DS1": { + "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" + }, + "DS2": { + "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" + }, + "DS3": { + "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" + } + } + } +} From 1d8c745dcb0c8cea4d9e5439770592dbe883a2c7 Mon Sep 17 00:00:00 2001 From: Barbaros Date: Fri, 19 May 2023 16:48:27 -0700 Subject: [PATCH 20/24] bc - updated loss/repair database entry for tunnels --- pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv | 4 ++-- 1 file changed, 2 insertions(+), 2 deletions(-) diff --git a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv index 6d77a4dfc..d99977c95 100644 --- a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv +++ b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv @@ -3,5 +3,5 @@ HRD-Cost,0,1 EA,loss_ratio,0.1,0.75,0.9, HRD-Time,0,1 EA,day,2,9,70, HWB-Cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 HWB-Time,0,1 EA,day,2,10,200,365 -HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,0.95,1 -HTU-Time,0,1 EA,day,2,10,130,365 +HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,1, +HTU-Time,0,1 EA,day,2,10,365, From 2b47820935c858159444bf8d767120b48d15e3a0 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Fri, 19 May 2023 17:09:47 -0700 Subject: [PATCH 21/24] bc - updated tunnel repair/loss functions --- pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv | 4 ++-- 1 file changed, 2 insertions(+), 2 deletions(-) diff --git a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv index d99977c95..1f357216b 100644 --- a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv +++ b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv @@ -3,5 +3,5 @@ HRD-Cost,0,1 EA,loss_ratio,0.1,0.75,0.9, HRD-Time,0,1 EA,day,2,9,70, HWB-Cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 HWB-Time,0,1 EA,day,2,10,200,365 -HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,1, -HTU-Time,0,1 EA,day,2,10,365, +HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,1 +HTU-Time,0,1 EA,day,2,10,365 From 3e74b613f6e20cd5431dce347aed59acc3f05b5c Mon Sep 17 00:00:00 2001 From: bacetiner Date: Fri, 8 Dec 2023 14:46:26 -0800 Subject: [PATCH 22/24] bc - Removed transportation fragility & recovery functions --- .../resources/damage_DB_Hazus_EQ_trnsp.csv | 35 - .../resources/damage_DB_Hazus_EQ_trnsp.json | 889 ------------------ .../loss_repair_DB_Hazus_EQ_trnsp.csv | 7 - .../loss_repair_DB_Hazus_EQ_trnsp.json | 67 -- 4 files changed, 998 deletions(-) delete mode 100644 pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv delete mode 100644 pelicun/resources/damage_DB_Hazus_EQ_trnsp.json delete mode 100644 pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv delete mode 100644 pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json diff --git a/pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv deleted file mode 100644 index 4a365ad83..000000000 --- a/pelicun/resources/damage_DB_Hazus_EQ_trnsp.csv +++ /dev/null @@ -1,35 +0,0 @@ -ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights,LS2-Family,LS2-Theta_0,LS2-Theta_1,LS2-DamageStateWeights,LS3-Family,LS3-Theta_0,LS3-Theta_1,LS3-DamageStateWeights,LS4-Family,LS4-Theta_0,LS4-Theta_1,LS4-DamageStateWeights -HRD.GF.1,0,Permanent Ground Deformation,inch,0,0,lognormal,12,0.7,,lognormal,24,0.7,,lognormal,60,0.7,,,,, -HRD.GF.2,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.7,,lognormal,24,0.7,,,,, -HWB.GS.1,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.4,0.6,,lognormal,0.5,0.6,,lognormal,0.7,0.6,,lognormal,0.9,0.6, -HWB.GS.2,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.3,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GS.4,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GS.5,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.6,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.7,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.8,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB.GS.9,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB.GS.10,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.11,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.12,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.13,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.14,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.15,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.16,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.17,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.18,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.19,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.5,0.6,,lognormal,0.8,0.6,,lognormal,1.1,0.6,,lognormal,1.7,0.6, -HWB.GS.20,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.55,0.6,,lognormal,0.8,0.6, -HWB.GS.21,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.3,0.6,,lognormal,1.6,0.6, -HWB.GS.22,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.6,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.23,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.9,0.6,,lognormal,0.9,0.6,,lognormal,1.1,0.6,,lognormal,1.5,0.6, -HWB.GS.24,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.25,0.6,,lognormal,0.35,0.6,,lognormal,0.45,0.6,,lognormal,0.7,0.6, -HWB.GS.25,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.3,0.6,,lognormal,0.5,0.6,,lognormal,0.6,0.6,,lognormal,0.9,0.6, -HWB.GS.26,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.27,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,0.75,0.6,,lognormal,1.1,0.6, -HWB.GS.28,0,Spectral Acceleration|1.0,g,0,0,lognormal,0.8,0.6,,lognormal,1,0.6,,lognormal,1.2,0.6,,lognormal,1.7,0.6, -HWB.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,3.9,0.2,,lognormal,13.8,0.2,,,,,,,,, -HTU.GS.1,0,Peak Ground Acceleration,g,0,0,lognormal,0.6,0.6,,lognormal,0.8,0.6,,,,,,,,, -HTU.GS.2,0,Peak Ground Acceleration,g,0,0,lognormal,0.5,0.6,,lognormal,0.7,0.6,,,,,,,,, -HTU.GF,0,Permanent Ground Deformation,inch,0,0,lognormal,6,0.7,,lognormal,12,0.5,,lognormal,60,0.5,,,,, diff --git a/pelicun/resources/damage_DB_Hazus_EQ_trnsp.json b/pelicun/resources/damage_DB_Hazus_EQ_trnsp.json deleted file mode 100644 index 48ade25eb..000000000 --- a/pelicun/resources/damage_DB_Hazus_EQ_trnsp.json +++ /dev/null @@ -1,889 +0,0 @@ -{ - "_GeneralInformation": { - "ShortName": "Hazus Earthquake Methodology - Transportation", - "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual", - "Version": "1.0", - "DecisionVariables": { - "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.", - "Time": "Repair time is measured in days and captures the time it takes to completely repair the damages." - }, - "ComponentGroups": [ - "HRD - Road segments", - "HWB - Bridges", - "HTU - Tunnels" - ] - }, - "HRD.GF.1": { - "Description": "Major roads including interstate and state highways, other roads with four lanes or more, and parkways; railway tracks/roadbeds; or light rail track/roadbeds.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." - } - } - } - }, - "HRD.GF.2": { - "Description": "Urban roads including intercity roads and other roads with two lanes.", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Damage caused by slight (a few inches of) settlement or offset of the ground underlying a road segment." - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Damage caused by moderate (several inches of ) settlement or offset of the ground underlying a road segment." - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Damage caused by extensive (a few feet of ) settlement or offset of the ground underlying a road segment." - } - } - } - }, - "HWB.GS.1": { - "Description": "Conventional (early seismic) design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.2": { - "Description": "Modern seismic design major bridge of maximum span length greater than 150 m (492 ft)", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.3": { - "Description": "Conventional (early seismic) design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.4": { - "Description": "Modern seismic design single-span bridge", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.5": { - "Description": "Non-California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.6": { - "Description": "California conventional (early seismic) design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.7": { - "Description": "Modern seismic design concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.8": { - "Description": "California conventional (early seismic) design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.9": { - "Description": "California modern seismic design concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.10": { - "Description": "Conventional (early seismic) design concrete bridge with continuous spans and not classified as HWB8", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.11": { - "Description": "Modern seismic design concrete bridge with continuous spans and not classified as HWB9", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.12": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.13": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are 20 m or longer", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.14": { - "Description": "Modern seismic design steel bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.15": { - "Description": "Conventional (early seismic) design steel bridge with continuous spans that are 20 m or longer and not classified as HWB12 or HWB13", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.16": { - "Description": "Modern seismic design steel bridge with continuous spans that are 20 m or longer and not classified as HWB14", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.17": { - "Description": "Non-California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.18": { - "Description": "California conventional (early seismic) design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.19": { - "Description": "Modern seismic design prestressed concrete bridge with multi-column bents and simply-supported spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.20": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.21": { - "Description": "Modern seismic design prestressed concrete bridge with single-column bents, box girder superstructure, and continuous spans", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.22": { - "Description": "Conventional (early seismic) design prestressed concrete bridge with with continuous spans and not classified as HWB20", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.23": { - "Description": "Modern seismic design prestressed concrete bridge with with continuous spans and not classified as HWB21", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.24": { - "Description": "Non-California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.25": { - "Description": "California conventional (early seismic) design steel bridge with multi-column bents and simply-supported spans that are less than 20 m in length", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.26": { - "Description": "Non-California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB24", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.27": { - "Description": "California conventional (early seismic) design steel bridge with continuous spans that are less than 20 m in length and not classified as HWB25", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GS.28": { - "Description": "A bridge that is not classified as HWB1-HWB27", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments" - } - }, - "LS4": { - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - } - }, - "HWB.GF": { - "Description": "All bridges subjected ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Extensive Damage: Incipient unseating of the bridge supersturcture" - } - }, - "LS2": { - "DS2": { - "Description": "Complete Damage: Partial or total bridge collapse" - } - } - } - }, - "HTU.GS.1": { - "Description": "Any bored/drilled tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU.GS.2": { - "Description": "Any cut & cover tunnel subjected to ground shaking effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - } - } - }, - "HTU.GF": { - "Description": "Any tunnel subjected to ground failure effects", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "LimitStates": { - "LS1": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - } - }, - "LS2": { - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - } - }, - "LS3": { - "DS3": { - "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" - } - } - } - } -} diff --git a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv deleted file mode 100644 index 1f357216b..000000000 --- a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.csv +++ /dev/null @@ -1,7 +0,0 @@ -ID,Incomplete,Quantity-Unit,DV-Unit,DS1-Theta_0,DS2-Theta_0,DS3-Theta_0,DS4-Theta_0 -HRD-Cost,0,1 EA,loss_ratio,0.1,0.75,0.9, -HRD-Time,0,1 EA,day,2,9,70, -HWB-Cost,0,1 EA,loss_ratio,0.3,0.7,0.98,1 -HWB-Time,0,1 EA,day,2,10,200,365 -HTU-Cost,0,1 EA,loss_ratio,0.1,0.75,1 -HTU-Time,0,1 EA,day,2,10,365 diff --git a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json b/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json deleted file mode 100644 index 61ca5867b..000000000 --- a/pelicun/resources/loss_repair_DB_Hazus_EQ_trnsp.json +++ /dev/null @@ -1,67 +0,0 @@ -{ - "_GeneralInformation": { - "ShortName": "Hazus Earthquake Methodology - Transportation", - "Description": "The models in this dataset are based on version 5.1 of the Hazus Earthquake Model Technical Manual", - "Version": "1.0", - "DecisionVariables": { - "Cost": "Repair costs are measured by loss ratios as percentage of replacement cost.", - "Time": "Repair time is measured in days and captures the time it takes to completely repair the damages." - }, - "ComponentGroups": [ - "HRD - Road segments", - "HWB - Bridges", - "HTU - Tunnels" - ] - }, - "HRD": { - "Description": "Roadway segments", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "DamageStates": { - "DS1": { - "Description": "Slight Damage: Roadway, railway or light rail track/roadbed damage due to slight (a few inches of ) settlement or offset of the ground." - }, - "DS2": { - "Description": "Moderate Damage: Roadway, railway, or light rail track/roadbed damage due to moderate (several inches of ) settlement or offset of the ground. Moderate damage is characterized by considerable derailment and requires rail repairs to resume operations." - }, - "DS3": { - "Description": "Extensive/Complete Damage: Roadway, railway, or light rail track/roadbed damage due to extensive (a few feet of) settlement or offset of the ground. Moderate damage results in potential derailment over an extended length of track and requires rail repairs to resume operations." - } - } - }, - "HWB": { - "Description": "Highway/railway bridge structures", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "DamageStates": { - "DS1": { - "Description": "Slight Damage: Minor cracking and spalling to the abutment, cracks in shear keys at abutments, minor spalling and cracks at hinges, minor spalling at the column (damage requires no more than cosmetic repair), or minor cracking to the deck" - }, - "DS2": { - "Description": "Moderate Damage: Any column experiencing moderate (shear cracks) cracking and spalling (column structurally still sound), moderate movement of the abutment (<2 inches), extensive cracking and spalling of shear keys, any connection having cracked shear keys or bent bolts, keeper bar failure without unseating, rocker bearing failure, or moderate settlement of the approach" - }, - "DS3": { - "Description": "Extensive Damage: Any column degrading without collapse, shear failure (column structurally unsafe), significant residual movement at connections, major settlement of the approach, major vertical offset of the abutment, differential settlement at connections, or shear key failure at abutments, incipient unseating of the bridge supersturcture" - }, - "DS4": { - "Description": "Complete Damage: Any column collapsing and connection losing all bearing support, which may lead to imminent deck collapse, or tilting of substructure due to foundation failure" - } - } - }, - "HTU": { - "Description": "Highway/railway tunnel structures", - "SuggestedComponentBlockSize": "1 EA", - "RoundUpToIntegerQuantity": "True", - "DamageStates": { - "DS1": { - "Description": "Slight Damage: Minor cracking of the tunnel liner (damage requires no more than cosmetic repair), some rock falling, or slight settlement of the ground at a tunnel portal" - }, - "DS2": { - "Description": "Moderate Damage: Moderate cracking of the tunnel liner and rock falling" - }, - "DS3": { - "Description": "Extensive/Complete Damage: Major ground settlement at a tunnel portal and extensive/major cracking of the tunnel liner, which may include possible collapse" - } - } - } -} From 3aa09b0b2e12917e40708275af741991911a9282 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Fri, 8 Dec 2023 14:49:54 -0800 Subject: [PATCH 23/24] bc - Reverted the name change for fragility_DB_HAZUS_EQ.csv --- .../{fragility_DB_Hazus_EQ.csv => fragility_DB_HAZUS_EQ.csv} | 0 1 file changed, 0 insertions(+), 0 deletions(-) rename pelicun/resources/{fragility_DB_Hazus_EQ.csv => fragility_DB_HAZUS_EQ.csv} (100%) diff --git a/pelicun/resources/fragility_DB_Hazus_EQ.csv b/pelicun/resources/fragility_DB_HAZUS_EQ.csv similarity index 100% rename from pelicun/resources/fragility_DB_Hazus_EQ.csv rename to pelicun/resources/fragility_DB_HAZUS_EQ.csv From af8ff7ed434a3de7a55cbb9024224bfac326c0d2 Mon Sep 17 00:00:00 2001 From: bacetiner Date: Fri, 8 Dec 2023 14:51:56 -0800 Subject: [PATCH 24/24] bc - Reverted the changes to DL_calculation --- pelicun/tools/DL_calculation.py | 776 ++++++-------------------------- 1 file changed, 142 insertions(+), 634 deletions(-) diff --git a/pelicun/tools/DL_calculation.py b/pelicun/tools/DL_calculation.py index 31dcfcaf4..4be14e87c 100644 --- a/pelicun/tools/DL_calculation.py +++ b/pelicun/tools/DL_calculation.py @@ -36,24 +36,21 @@ # # Contributors: # Adam Zsarnóczay +# Joanna J. Zou from time import gmtime from time import strftime -import sys, os, json -import warnings +import sys +import os +import json import argparse from pathlib import Path - import numpy as np import pandas as pd - -from pelicun.auto import auto_populate -from pelicun.base import str2bool from pelicun.base import convert_to_MultiIndex from pelicun.base import convert_to_SimpleIndex from pelicun.base import describe from pelicun.base import EDP_to_demand_type -from pelicun.base import pelicun_path from pelicun.file_io import load_data from pelicun.assessment import Assessment @@ -65,12 +62,6 @@ # pylint: disable=too-many-nested-blocks # pylint: disable=too-many-branches -#pd.set_option('display.max_rows', None) - -# suppress FutureWarnings by default - credit: ioannis_vm -if not sys.warnoptions: - warnings.filterwarnings( - category=FutureWarning, action='ignore') def log_msg(msg): @@ -87,13 +78,10 @@ def log_msg(msg): damage_processes = { 'FEMA P-58': { - "1_excessive.coll.DEM": { - "DS1": "collapse_DS1" - }, - "2_collapse": { + "1_collapse": { "DS1": "ALL_NA" }, - "3_excessiveRID": { + "2_excessiveRID": { "DS1": "irreparable_DS1" } }, @@ -105,13 +93,10 @@ def log_msg(msg): "2_LF": { "DS5": "collapse_DS1" }, - "3_excessive.coll.DEM": { - "DS1": "collapse_DS1" - }, - "4_collapse": { + "3_collapse": { "DS1": "ALL_NA" }, - "5_excessiveRID": { + "4_excessiveRID": { "DS1": "irreparable_DS1" } } @@ -120,76 +105,14 @@ def log_msg(msg): default_DBs = { 'fragility': { 'FEMA P-58': 'fragility_DB_FEMA_P58_2nd.csv', - 'Hazus Earthquake': 'fragility_DB_Hazus_EQ.csv' + 'Hazus Earthquake': 'fragility_DB_HAZUS_EQ.csv' }, 'repair': { 'FEMA P-58': 'bldg_repair_DB_FEMA_P58_2nd.csv', - 'Hazus Earthquake': 'bldg_repair_DB_Hazus_EQ.csv' + 'Hazus Earthquake': 'bldg_repair_DB_HAZUS_EQ.csv' } } -# list of output files help perform safe initialization of output dir -output_files = [ - "DEM_sample.zip", - "DEM_stats.csv", - "CMP_sample.zip", - "CMP_stats.csv", - "DMG_sample.zip", - "DMG_stats.csv", - "DMG_grp.zip", - "DMG_grp_stats.csv", - "DV_bldg_repair_sample.zip", - "DV_bldg_repair_stats.csv", - "DV_bldg_repair_grp.zip", - "DV_bldg_repair_grp_stats.csv", - "DV_bldg_repair_agg.zip", - "DV_bldg_repair_agg_stats.csv", - "DL_summary.csv", - "DL_summary_stats.csv", -] - - -def convert_df_to_dict(df, axis=1): - - out_dict = {} - - if axis == 1: - df_in = df - elif axis == 0: - df_in = df.T - else: - pass - # TODO: raise error - - MI = df_in.columns - - for label in MI.unique(level=0): - - out_dict.update({label: np.nan}) - - sub_df = df_in[label] - - skip_sub = True - - if MI.nlevels>1: - skip_sub = False - - if isinstance(sub_df, pd.Series): - skip_sub = True - elif (len(sub_df.columns) == 1) and (sub_df.columns[0] == ""): - skip_sub = True - - if skip_sub == False: - out_dict[label] = convert_df_to_dict(sub_df) - - if skip_sub == True: - - if np.all(sub_df.index.astype(str).str.isnumeric()) == True: - out_dict[label] = df_in[label].tolist() - else: - out_dict[label] = {key:sub_df.loc[key] for key in sub_df.index} - - return out_dict def add_units(raw_demands, length_unit): @@ -240,194 +163,68 @@ def add_units(raw_demands, length_unit): if np.any(EDP_mask): demands.iloc[0, EDP_mask] = length_unit - # drift ratio + # rotation rot_EDPs = ['PID', 'PRD', 'DWD', 'RDR', 'PMD', 'RID'] EDP_mask = np.isin(demand_cols, rot_EDPs) if np.any(EDP_mask): - demands.iloc[0, EDP_mask] = 'unitless' + demands.iloc[0, EDP_mask] = 'rad' # convert back to simple header and return the DF return convert_to_SimpleIndex(demands, axis=1) -def regional_output_demand(): - pass - -def run_pelicun(config_path, demand_file, output_path, coupled_EDP, - realizations, auto_script_path, detailed_results, regional, output_format, **kwargs): - """ - Use settings in the config JSON to prepare and run a Pelicun calculation. - - Parameters - ---------- - config_path: string - Path pointing to the location of the JSON configuration file. - demand_file: string - Path pointing to the location of a CSV file with the demand data. - output_path: string, optional - Path pointing to the location where results shall be saved. - coupled_EDP: bool, optional - If True, EDPs are not resampled and processed in order. - realizations: int, optional - Number of realizations to generate. - auto_script_path: string, optional - Path pointing to the location of a Python script with an auto_populate - method that automatically creates the performance model using data - provided in the AIM JSON file. - detailed_results: bool, optional - If False, only the main statistics are saved. - - """ +def run_pelicun(config_path): # Initial setup ----------------------------------------------------------- # get the absolute path to the config file config_path = Path(config_path).resolve() - # If the output path was not specified, results are saved in the directory - # of the input file. - if output_path is None: - output_path = config_path.parents[0] - else: - output_path = Path(output_path) - - # Initialize the array that we'll use to collect the output file names - output_files = [] - - # Initialize the output folder - i.e., remove existing output files from - # there - files = os.listdir(output_path) - for filename in files: - if filename in output_files: - try: - os.remove(output_path/filename) - except: - # TODO: show some kind of a warning here - pass - - # open the config file and parse it + # open the file and load the contents with open(config_path, 'r', encoding='utf-8') as f: config = json.load(f) DL_config = config.get('DL', None) - if (DL_config == None) or (DL_config == {}): - - log_msg("Damage and Loss configuration missing from config file. ") - - if auto_script_path != None: - log_msg("Trying to auto-populate") - - config_ap, CMP = auto_populate(config, auto_script_path) - - # add the demand information - config_ap['DL']['Demands'].update({ - 'DemandFilePath': f'{demand_file}', - 'SampleSize': f'{realizations}' - }) - - if coupled_EDP==True: - config_ap['DL']['Demands'].update({ - "CoupledDemands": True - }) - - else: - config_ap['DL']['Demands'].update({ - "Calibration": { - "ALL": { - "DistributionFamily": "lognormal" - } - } - }) - - # save the component data - CMP.to_csv(output_path/'CMP_QNT.csv') - - # update the config file with the location - config_ap['DL']['Asset'].update({ - "ComponentAssignmentFile": str(output_path/'CMP_QNT.csv') - }) - - # if detailed results are not requested, add a lean output config - if detailed_results == False: - config_ap['DL'].update({ - 'Outputs': { - 'Demand': {}, - 'Asset': {}, - 'Damage': {}, - 'Loss': { - 'BldgRepair': {} - } - } - }) - - # save the extended config to a file - config_ap_path = Path(config_path.stem + '_ap.json').resolve() + if DL_config is None: - with open(config_ap_path, 'w') as f: - json.dump(config_ap, f, indent=2) + log_msg("Damage and Loss configuration missing from input file. " + "Terminating analysis.") - DL_config = config_ap.get('DL', None) - - else: - log_msg("Terminating analysis.") - - return -1 - - GI_config = config.get('GeneralInformation', None) + return -1 asset_config = DL_config.get('Asset', None) demand_config = DL_config.get('Demands', None) damage_config = DL_config.get('Damage', None) loss_config = DL_config.get('Losses', None) - out_config = DL_config.get('Outputs', None) - - # provide all outputs if the files are not specified - if out_config == None: - out_config = { - 'Demand': { - 'Sample': True, - 'Statistics': True - }, - 'Asset': { - 'Sample': True, - 'Statistics': True - }, - 'Damage': { + # out_config = DL_config.get('Outputs', None) + + out_config = { + 'Demand': { + 'Sample': True, + 'Statistics': True + }, + 'Asset': { + 'Sample': True, + 'Statistics': True + }, + 'Damage': { + 'Sample': True, + 'Statistics': True, + 'GroupedSample': True, + 'GroupedStatistics': True + }, + 'Loss': { + 'BldgRepair': { 'Sample': True, 'Statistics': True, 'GroupedSample': True, - 'GroupedStatistics': True - }, - 'Loss': { - 'BldgRepair': { - 'Sample': True, - 'Statistics': True, - 'GroupedSample': True, - 'GroupedStatistics': True, - 'AggregateSample': True, - 'AggregateStatistics': True - } + 'GroupedStatistics': True, + 'AggregateSample': True, + 'AggregateStatistics': True } } - - # provide outputs in CSV by default - if ('Format' in out_config.keys()) == False: - out_config.update({ - 'Format': { - 'CSV': True, - 'JSON': False - } - }) - - # override file format specification if the output_format is provided - if output_format != None: - out_config.update({ - 'Format': { - 'CSV': 'csv' in output_format, - 'JSON': 'json' in output_format, - } - }) + } if asset_config is None: log_msg("Asset configuration missing. Terminating analysis.") @@ -439,7 +236,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, # get the length unit from the config file try: - length_unit = GI_config['units']['length'] + length_unit = config['GeneralInformation']['units']['length'] except KeyError: log_msg( "No default length unit provided in the input file. " @@ -505,29 +302,19 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, else: demands = raw_demands - # load the available demand sample - PAL.demand.load_sample(demands) - # get the calibration information if demand_config.get('Calibration', False): + # load the available demand sample + PAL.demand.load_sample(demands) + # then use it to calibrate the demand model PAL.demand.calibrate_model(demand_config['Calibration']) - else: - # if no calibration is requested, - # set all demands to use empirical distribution - PAL.demand.calibrate_model({ - "ALL": {"DistributionFamily": "empirical"} - }) - - # and generate a new demand sample - sample_size = int(demand_config['SampleSize']) - - PAL.demand.generate_sample({ - "SampleSize": sample_size, - 'PreserveRawOrder': demand_config.get('CoupledDemands', False) - }) + # and generate a new demand sample + sample_size = int(demand_config['SampleSize']) + + PAL.demand.generate_sample({"SampleSize": sample_size}) # get the generated demand sample demand_sample, demand_units = PAL.demand.save_sample(save_units=True) @@ -558,20 +345,20 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, RID_list.append(RID) RID = pd.concat(RID_list, axis=1) - RID_units = pd.Series(['unitless', ]*RID.shape[1], index=RID.columns, + RID_units = pd.Series(['rad', ]*RID.shape[1], index=RID.columns, name='Units') RID_sample = pd.concat([RID, RID_units.to_frame().T]) demand_sample = pd.concat([demand_sample, RID_sample], axis=1) - # add a constant one demand + # add a constant zero demand demand_sample[('ONE', '0', '1')] = np.ones(demand_sample.shape[0]) - demand_sample.loc['Units', ('ONE', '0', '1')] = 'unitless' + demand_sample.loc['Units', ('ONE', '0', '1')] = 'ea' PAL.demand.load_sample(convert_to_SimpleIndex(demand_sample, axis=1)) # save results - if out_config.get('Demand', None) != None: + if out_config.get('Demand', False): out_reqs = [out if val else "" for out, val in out_config['Demand'].items()] @@ -580,43 +367,17 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if 'Sample' in out_reqs: demand_sample_s = convert_to_SimpleIndex(demand_sample, axis=1) - demand_sample_s.to_csv(output_path/"DEM_sample.zip", + demand_sample_s.to_csv("DEM_sample.zip", index_label=demand_sample_s.columns.name, compression=dict( method='zip', - archive_name='DEM_sample.csv')) - output_files.append('DEM_sample.zip') + archive_name='DEM_sample.csv')) if 'Statistics' in out_reqs: demand_stats = convert_to_SimpleIndex( describe(demand_sample), axis=1) - demand_stats.to_csv(output_path/"DEM_stats.csv", + demand_stats.to_csv("DEM_stats.csv", index_label=demand_stats.columns.name) - output_files.append('DEM_stats.csv') - - if regional == True: - - demand_sample = PAL.demand.save_sample() - - mean = demand_sample.mean() - median = demand_sample.median() - std = demand_sample.std() - beta = np.log(demand_sample).std() - - res = pd.concat([mean,std,median,beta], - keys=['mean','std','median','beta']).to_frame().T - - res = res.reorder_levels([1,2,3,0], axis=1) - - res.sort_index(axis=1, inplace=True) - - res.dropna(axis=1, how='all', inplace=True) - - res.columns.rename(['type', 'loc', 'dir', 'stat'], inplace=True) - - res.to_csv(output_path/"EDP.csv", index_label=res.columns.name) - output_files.append('EDP.csv') - # Asset Definition ------------------------------------------------------------ @@ -630,37 +391,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, cmp_marginals = pd.read_csv(asset_config['ComponentAssignmentFile'], index_col=0, encoding_errors='replace') - DEM_types = demand_sample.columns.unique(level=0) - - # add component(s) to support collapse calculation - if 'CollapseFragility' in damage_config.keys(): - coll_DEM = damage_config['CollapseFragility']["DemandType"] - if coll_DEM.startswith('SA'): - # we have a global demand and evaluate collapse directly - pass - - else: - # we need story-specific collapse assessment - - if coll_DEM in DEM_types: - - # excessive coll_DEM is added on every floor to detect large RIDs - cmp_marginals.loc['excessive.coll.DEM', 'Units'] = 'ea' - - locs = demand_sample[coll_DEM].columns.unique(level=0) - cmp_marginals.loc['excessive.coll.DEM', 'Location'] = ','.join(locs) - - dirs = demand_sample[coll_DEM].columns.unique(level=1) - cmp_marginals.loc['excessive.coll.DEM', 'Direction'] = ','.join(dirs) - - cmp_marginals.loc['excessive.coll.DEM', 'Theta_0'] = 1.0 - - else: - - log_msg(f'WARNING: No {coll_DEM} among available demands. Collapse ' - 'cannot be evaluated.') - - # always add a component to support basic collapse calculation + # add a component to support collapse calculation cmp_marginals.loc['collapse', 'Units'] = 'ea' cmp_marginals.loc['collapse', 'Location'] = 0 cmp_marginals.loc['collapse', 'Direction'] = 1 @@ -668,7 +399,8 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, # add components to support irreparable damage calculation if 'IrreparableDamage' in damage_config.keys(): - + + DEM_types = demand_sample.columns.unique(level=0) if 'RID' in DEM_types: # excessive RID is added on every floor to detect large RIDs @@ -707,7 +439,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, cmp_sample = PAL.asset.save_cmp_sample() # if requested, save results - if out_config.get('Asset', None) != None: + if out_config.get('Asset', False): out_reqs = [out if val else "" for out, val in out_config['Asset'].items()] @@ -715,46 +447,16 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if 'Sample' in out_reqs: cmp_sample_s = convert_to_SimpleIndex(cmp_sample, axis=1) - cmp_sample_s.to_csv(output_path/"CMP_sample.zip", + cmp_sample_s.to_csv("CMP_sample.zip", index_label=cmp_sample_s.columns.name, compression=dict(method='zip', archive_name='CMP_sample.csv')) - output_files.append('CMP_sample.zip') if 'Statistics' in out_reqs: cmp_stats = convert_to_SimpleIndex(describe(cmp_sample), axis=1) cmp_stats.to_csv( - output_path/"CMP_stats.csv", + "CMP_stats.csv", index_label=cmp_stats.columns.name) - output_files.append('CMP_stats.csv') - - if regional == True: - - #flatten the dictionary - AIM_flat_dict = {} - for key, item in GI_config.items(): - if isinstance(item, dict): - if key not in ['units', 'location']: - for sub_key, sub_item in item.items(): - AIM_flat_dict.update({f'{key}_{sub_key}': sub_item}) - else: - AIM_flat_dict.update({key: [item,]}) - - - # do not save polygons - for header_to_remove in ['geometry', 'Footprint']: - try: - AIM_flat_dict.pop(header_to_remove) - except: - pass - - # create the output DF - df_res = pd.DataFrame.from_dict(AIM_flat_dict) - - df_res.dropna(axis=1, how='all', inplace=True) - - df_res.to_csv(output_path/'AIM.csv') - output_files.append('AIM.csv') # Damage Assessment ----------------------------------------------------------- @@ -762,19 +464,13 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if damage_config is not None: # load the fragility information - if asset_config['ComponentDatabase'] in default_DBs['fragility'].keys(): - component_db = [ + if asset_config['ComponentDatabase'] != "User Defined": + fragility_db = ( 'PelicunDefault/' + - default_DBs['fragility'][asset_config['ComponentDatabase']],] - else: - component_db = [] - - if asset_config.get('ComponentDatabasePath', False) != False: + default_DBs['fragility'][asset_config['ComponentDatabase']]) - extra_comps = asset_config['ComponentDatabasePath'] - - component_db += [extra_comps,] - component_db = component_db[::-1] + else: + fragility_db = asset_config['ComponentDatabasePath'] # prepare additional fragility data @@ -787,15 +483,8 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, coll_config = damage_config['CollapseFragility'] - if 'excessive.coll.DEM' in cmp_marginals.index: - # if there is story-specific evaluation - coll_CMP_name = 'excessive.coll.DEM' - else: - # otherwise, for global collapse evaluation - coll_CMP_name = 'collapse' - - adf.loc[coll_CMP_name, ('Demand', 'Directional')] = 1 - adf.loc[coll_CMP_name, ('Demand', 'Offset')] = 0 + adf.loc['collapse', ('Demand', 'Directional')] = 1 + adf.loc['collapse', ('Demand', 'Offset')] = 0 coll_DEM = coll_config["DemandType"] @@ -815,39 +504,28 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, return -1 if coll_DEM_spec is None: - adf.loc[coll_CMP_name, ('Demand', 'Type')] = coll_DEM_name + adf.loc['collapse', ('Demand', 'Type')] = coll_DEM_name else: - adf.loc[coll_CMP_name, ('Demand', 'Type')] = \ + adf.loc['collapse', ('Demand', 'Type')] = \ f'{coll_DEM_name}|{coll_DEM_spec}' coll_DEM_unit = add_units( pd.DataFrame(columns=[f'{coll_DEM}-1-1', ]), length_unit).iloc[0, 0] - adf.loc[coll_CMP_name, ('Demand', 'Unit')] = coll_DEM_unit - - adf.loc[coll_CMP_name, ('LS1', 'Family')] = ( - coll_config.get('CapacityDistribution', np.nan)) + adf.loc['collapse', ('Demand', 'Unit')] = coll_DEM_unit - adf.loc[coll_CMP_name, ('LS1', 'Theta_0')] = ( - coll_config.get('CapacityMedian', np.nan)) + adf.loc['collapse', ('LS1', 'Family')] = ( + coll_config.get('CapacityDistribution', "")) - adf.loc[coll_CMP_name, ('LS1', 'Theta_1')] = ( - coll_config.get('Theta_1', np.nan)) + adf.loc['collapse', ('LS1', 'Theta_0')] = ( + coll_config.get('CapacityMedian', "")) - adf.loc[coll_CMP_name, 'Incomplete'] = 0 + adf.loc['collapse', ('LS1', 'Theta_1')] = ( + coll_config.get('Theta_1', "")) - if coll_CMP_name != 'collapse': - # for story-specific evaluation, we need to add a placeholder - # fragility that will never trigger, but helps us aggregate - # results in the end - adf.loc['collapse', ('Demand', 'Directional')] = 1 - adf.loc['collapse', ('Demand', 'Offset')] = 0 - adf.loc['collapse', ('Demand', 'Type')] = 'One' - adf.loc['collapse', ('Demand', 'Unit')] = 'unitless' - adf.loc['collapse', ('LS1', 'Theta_0')] = 1e10 - adf.loc['collapse', 'Incomplete'] = 0 + adf.loc['collapse', 'Incomplete'] = 0 else: @@ -857,8 +535,8 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, adf.loc['collapse', ('Demand', 'Directional')] = 1 adf.loc['collapse', ('Demand', 'Offset')] = 0 adf.loc['collapse', ('Demand', 'Type')] = 'One' - adf.loc['collapse', ('Demand', 'Unit')] = 'unitless' - adf.loc['collapse', ('LS1', 'Theta_0')] = 1e10 + adf.loc['collapse', ('Demand', 'Unit')] = 'ea' + adf.loc['collapse', ('LS1', 'Theta_0')] = 2.0 adf.loc['collapse', 'Incomplete'] = 0 if 'IrreparableDamage' in damage_config.keys(): @@ -872,7 +550,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, adf.loc['excessiveRID', ('Demand', 'Type')] = 'Residual Interstory Drift Ratio' - adf.loc['excessiveRID', ('Demand', 'Unit')] = 'unitless' + adf.loc['excessiveRID', ('Demand', 'Unit')] = 'rad' adf.loc['excessiveRID', ('LS1', 'Theta_0')] = irrep_config['DriftCapacityMedian'] @@ -889,15 +567,15 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, adf.loc['irreparable', ('Demand', 'Directional')] = 1 adf.loc['irreparable', ('Demand', 'Offset')] = 0 adf.loc['irreparable', ('Demand', 'Type')] = 'One' - adf.loc['irreparable', ('Demand', 'Unit')] = 'unitless' - adf.loc['irreparable', ('LS1', 'Theta_0')] = 1e10 + adf.loc['irreparable', ('Demand', 'Unit')] = 'ea' + adf.loc['irreparable', ('LS1', 'Theta_0')] = 2.0 adf.loc['irreparable', 'Incomplete'] = 0 - PAL.damage.load_damage_model(component_db + [adf,]) + PAL.damage.load_damage_model([fragility_db, adf]) # load the damage process if needed dmg_process = None - if damage_config.get('DamageProcess', False) != False: + if damage_config.get('DamageProcess', False): dp_approach = damage_config['DamageProcess'] @@ -977,11 +655,6 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, encoding='utf-8') as f: dmg_process = json.load(f) - elif dp_approach == "None": - - # no damage process applied for the calculation - dmg_process = None - else: log_msg(f"Prescribed Damage Process not recognized: " f"{dp_approach}") @@ -990,7 +663,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, PAL.damage.calculate(dmg_process=dmg_process) # if requested, save results - if out_config.get('Damage', None) != None: + if out_config.get('Damage', False): out_reqs = [out if val else "" for out, val in out_config['Damage'].items()] @@ -1003,58 +676,33 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if 'Sample' in out_reqs: damage_sample_s = convert_to_SimpleIndex(damage_sample, axis=1) damage_sample_s.to_csv( - output_path/"DMG_sample.zip", + "DMG_sample.zip", index_label=damage_sample_s.columns.name, compression=dict(method='zip', archive_name='DMG_sample.csv')) - output_files.append('DMG_sample.zip') if 'Statistics' in out_reqs: damage_stats = convert_to_SimpleIndex(describe(damage_sample), axis=1) - damage_stats.to_csv(output_path/"DMG_stats.csv", + damage_stats.to_csv("DMG_stats.csv", index_label=damage_stats.columns.name) - output_files.append('DMG_stats.csv') if np.any(np.isin(['GroupedSample', 'GroupedStatistics'], out_reqs)): grp_damage = damage_sample.groupby(level=[0, 3], axis=1).sum() if 'GroupedSample' in out_reqs: grp_damage_s = convert_to_SimpleIndex(grp_damage, axis=1) - grp_damage_s.to_csv(output_path/"DMG_grp.zip", + grp_damage_s.to_csv("DMG_grp.zip", index_label=grp_damage_s.columns.name, compression=dict( method='zip', archive_name='DMG_grp.csv')) - output_files.append('DMG_grp.zip') if 'GroupedStatistics' in out_reqs: grp_stats = convert_to_SimpleIndex(describe(grp_damage), axis=1) - grp_stats.to_csv(output_path/"DMG_grp_stats.csv", + grp_stats.to_csv("DMG_grp_stats.csv", index_label=grp_stats.columns.name) - output_files.append('DMG_grp_stats.csv') - - if regional == True: - - damage_sample = PAL.damage.save_sample() - - # first, get the collapse probability - df_res_c = pd.DataFrame([0,], - columns=pd.MultiIndex.from_tuples([('probability',' '),]), - index=[0, ]) - - if 'collapse-0-1-1' in damage_sample.columns: - df_res_c['probability'] = ( - damage_sample['collapse-0-1-1'].mean()) - - else: - df_res_c['probability'] = 0.0 - - df_res = pd.concat([df_res_c,], axis=1, keys=['collapse',]) - - df_res.to_csv(output_path/'DM.csv') - output_files.append('DM.csv') # Loss Assessment ----------------------------------------------------------- @@ -1069,58 +717,29 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, bldg_repair_config = loss_config['BldgRepair'] # load the consequence information - if bldg_repair_config['ConsequenceDatabase'] in default_DBs['repair'].keys(): - consequence_db = [ - 'PelicunDefault/' + - default_DBs['repair'][bldg_repair_config['ConsequenceDatabase']],] + if bldg_repair_config['ConsequenceDatabase'] != "User Defined": + consequence_db = ( + 'PelicunDefault/' + + default_DBs['repair'][ + bldg_repair_config['ConsequenceDatabase']]) conseq_df = PAL.get_default_data( default_DBs['repair'][ bldg_repair_config['ConsequenceDatabase']][:-4]) - else: - consequence_db = [] - - conseq_df = None - - if bldg_repair_config.get('ConsequenceDatabasePath', False) != False: - extra_comps_path = bldg_repair_config['ConsequenceDatabasePath'] - - consequence_db += [extra_comps_path,] - - if 'PelicunDefault/' in extra_comps_path: - extra_comps_path = extra_comps_path.replace( - 'PelicunDefault/', f'{pelicun_path}/resources/') - - extra_conseq_df = load_data( - extra_comps_path, - unit_conversion_factors={}, + else: + consequence_db = bldg_repair_config['ConsequenceDatabasePath'] + conseq_df = load_data( + bldg_repair_config['ConsequenceDatabasePath'], orientation=1, reindex=False, convert=[]) - if isinstance(conseq_df, pd.DataFrame): - - conseq_df = pd.concat([conseq_df, extra_conseq_df]) - else: - - conseq_df = extra_conseq_df - - consequence_db = consequence_db[::-1] - - # remove duplicates from conseq_df - conseq_df = conseq_df.loc[conseq_df.index.unique(),:] - # add the replacement consequence to the data adf = pd.DataFrame( columns=conseq_df.columns, index=pd.MultiIndex.from_tuples( - [('replacement', 'Cost'), - ('replacement', 'Time'), - ('replacement', 'Carbon'), - ('replacement', 'Energy')])) - - #DL_method = bldg_repair_config['ConsequenceDatabase'] - DL_method = damage_config.get('DamageProcess', 'User Defined') + [('replacement', 'Cost'), ('replacement', 'Time')])) + DL_method = bldg_repair_config['ConsequenceDatabase'] rc = ('replacement', 'Cost') if 'ReplacementCost' in bldg_repair_config.keys(): rCost_config = bldg_repair_config['ReplacementCost'] @@ -1131,7 +750,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, adf.loc[rc, ('DS1', 'Theta_0')] = rCost_config["Median"] - if pd.isna(rCost_config.get('Distribution', np.nan)) == False: + if rCost_config.get('Distribution', 'N/A') != 'N/A': adf.loc[rc, ('DS1', 'Family')] = rCost_config[ "Distribution"] adf.loc[rc, ('DS1', 'Theta_1')] = rCost_config[ @@ -1172,7 +791,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, adf.loc[rt, ('DS1', 'Theta_0')] = rTime_config["Median"] - if pd.isna(rTime_config.get('Distribution', np.nan))==False: + if rTime_config.get('Distribution', 'N/A') != 'N/A': adf.loc[rt, ('DS1', 'Family')] = rTime_config[ "Distribution"] adf.loc[rt, ('DS1', 'Theta_1')] = rTime_config[ @@ -1203,66 +822,6 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, adf.loc[rt, ('DV', 'Unit')] = 'loss_ratio' adf.loc[rt, ('DS1', 'Theta_0')] = 1 - rcarb = ('replacement', 'Carbon') - if 'ReplacementCarbon' in bldg_repair_config.keys(): - rCarbon_config = bldg_repair_config['ReplacementCarbon'] - rcarb = ('replacement', 'Carbon') - - adf.loc[rcarb, ('Quantity', 'Unit')] = "1 EA" - - adf.loc[rcarb, ('DV', 'Unit')] = rCarbon_config["Unit"] - - adf.loc[rcarb, ('DS1', 'Theta_0')] = rCarbon_config["Median"] - - if pd.isna(rCarbon_config.get('Distribution', np.nan))==False: - adf.loc[rcarb, ('DS1', 'Family')] = rCarbon_config[ - "Distribution"] - adf.loc[rcarb, ('DS1', 'Theta_1')] = rCarbon_config[ - "Theta_1"] - else: - # add a default replacement carbon value as a placeholder - # the default value depends on the consequence database - - # for FEMA P-58, use 0 kg - if DL_method == 'FEMA P-58': - adf.loc[rcarb, ('Quantity', 'Unit')] = '1 EA' - adf.loc[rcarb, ('DV', 'Unit')] = 'kg' - adf.loc[rcarb, ('DS1', 'Theta_0')] = 0 - - else: - # for everything else, remove this consequence - adf.drop(rcarb, inplace=True) - - ren = ('replacement', 'Energy') - if 'ReplacementEnergy' in bldg_repair_config.keys(): - rEnergy_config = bldg_repair_config['ReplacementEnergy'] - ren = ('replacement', 'Energy') - - adf.loc[ren, ('Quantity', 'Unit')] = "1 EA" - - adf.loc[ren, ('DV', 'Unit')] = rEnergy_config["Unit"] - - adf.loc[ren, ('DS1', 'Theta_0')] = rEnergy_config["Median"] - - if pd.isna(rEnergy_config.get('Distribution', np.nan))==False: - adf.loc[ren, ('DS1', 'Family')] = rEnergy_config[ - "Distribution"] - adf.loc[ren, ('DS1', 'Theta_1')] = rEnergy_config[ - "Theta_1"] - else: - # add a default replacement energy value as a placeholder - # the default value depends on the consequence database - - # for FEMA P-58, use 0 kg - if DL_method == 'FEMA P-58': - adf.loc[ren, ('Quantity', 'Unit')] = '1 EA' - adf.loc[ren, ('DV', 'Unit')] = 'MJ' - adf.loc[ren, ('DS1', 'Theta_0')] = 0 - - else: - # for everything else, remove this consequence - adf.drop(ren, inplace=True) - # prepare the loss map loss_map = None if bldg_repair_config['MapApproach'] == "Automatic": @@ -1324,20 +883,7 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, loss_map.loc['DMG-collapse', 'BldgRepair'] = 'replacement' loss_map.loc['DMG-irreparable', 'BldgRepair'] = 'replacement' - # assemble the list of requested decision variables - DV_list = [] - if bldg_repair_config.get('DecisionVariables',False) != False: - - for DV_i, DV_status in bldg_repair_config['DecisionVariables'].items(): - - if DV_status == True: - DV_list.append(DV_i) - - else: - DV_list = None - - PAL.bldg_repair.load_model(consequence_db + [adf,], loss_map, - decision_variables=DV_list) + PAL.bldg_repair.load_model([conseq_df, adf], loss_map) PAL.bldg_repair.calculate() @@ -1358,20 +904,18 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, repair_sample_s = convert_to_SimpleIndex( repair_sample, axis=1) repair_sample_s.to_csv( - output_path/"DV_bldg_repair_sample.zip", + "DV_bldg_repair_sample.zip", index_label=repair_sample_s.columns.name, compression=dict( method='zip', archive_name='DV_bldg_repair_sample.csv')) - output_files.append('DV_bldg_repair_sample.zip') if 'Statistics' in out_reqs: repair_stats = convert_to_SimpleIndex( describe(repair_sample), axis=1) - repair_stats.to_csv(output_path/"DV_bldg_repair_stats.csv", + repair_stats.to_csv("DV_bldg_repair_stats.csv", index_label=repair_stats.columns.name) - output_files.append('DV_bldg_repair_stats.csv') if np.any(np.isin( ['GroupedSample', 'GroupedStatistics'], out_reqs)): @@ -1381,19 +925,17 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if 'GroupedSample' in out_reqs: grp_repair_s = convert_to_SimpleIndex(grp_repair, axis=1) grp_repair_s.to_csv( - output_path/"DV_bldg_repair_grp.zip", + "DV_bldg_repair_grp.zip", index_label=grp_repair_s.columns.name, compression=dict( method='zip', archive_name='DV_bldg_repair_grp.csv')) - output_files.append('DV_bldg_repair_grp.zip') if 'GroupedStatistics' in out_reqs: grp_stats = convert_to_SimpleIndex( describe(grp_repair), axis=1) - grp_stats.to_csv(output_path/"DV_bldg_repair_grp_stats.csv", + grp_stats.to_csv("DV_bldg_repair_grp_stats.csv", index_label=grp_stats.columns.name) - output_files.append('DV_bldg_repair_grp_stats.csv') if np.any(np.isin(['AggregateSample', 'AggregateStatistics'], out_reqs)): @@ -1401,19 +943,17 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, if 'AggregateSample' in out_reqs: agg_repair_s = convert_to_SimpleIndex(agg_repair, axis=1) agg_repair_s.to_csv( - output_path/"DV_bldg_repair_agg.zip", + "DV_bldg_repair_agg.zip", index_label=agg_repair_s.columns.name, compression=dict( method='zip', archive_name='DV_bldg_repair_agg.csv')) - output_files.append('DV_bldg_repair_agg.zip') if 'AggregateStatistics' in out_reqs: agg_stats = convert_to_SimpleIndex( describe(agg_repair), axis=1) - agg_stats.to_csv(output_path/"DV_bldg_repair_agg_stats.csv", + agg_stats.to_csv("DV_bldg_repair_agg_stats.csv", index_label=agg_stats.columns.name) - output_files.append('DV_bldg_repair_agg_stats.csv') # Result Summary ----------------------------------------------------------- @@ -1445,37 +985,10 @@ def run_pelicun(config_path, demand_file, output_path, coupled_EDP, summary_stats = describe(summary) # save summary sample - summary.to_csv(output_path/"DL_summary.csv", index_label='#') - output_files.append('DL_summary.csv') + summary.to_csv("DL_summary.csv", index_label='#') # save summary statistics - summary_stats.to_csv(output_path/"DL_summary_stats.csv") - output_files.append('DL_summary_stats.csv') - - # create json outputs if needed - if out_config['Format']['JSON'] == True: - - for filename in output_files: - - filename_json = filename[:-3]+'json' - - df = convert_to_MultiIndex(pd.read_csv(output_path/filename, index_col=0),axis=1) - - out_dict = convert_df_to_dict(df) - - with open(output_path/filename_json, 'w') as f: - json.dump(out_dict, f, indent=2) - - # remove csv outputs if they were not requested - if out_config['Format']['CSV'] == False: - - for filename in output_files: - - # keep the DL_summary and DL_summary_stats files - if 'DL_summary' in filename: - continue - - os.remove(output_path/filename) + summary_stats.to_csv("DL_summary_stats.csv") return 0 @@ -1485,29 +998,24 @@ def main(args): parser = argparse.ArgumentParser() parser.add_argument('-c', '--filenameDL') parser.add_argument('-d', '--demandFile', default=None) - parser.add_argument('-s', '--Realizations', default = None) - parser.add_argument('--dirnameOutput', default = None) - parser.add_argument('--event_time', default=None) - parser.add_argument('--detailed_results', default = True, - type = str2bool, nargs='?', const=True) - parser.add_argument('--coupled_EDP', default = False, - type = str2bool, nargs='?', const=False) - parser.add_argument('--log_file', default = True, - type = str2bool, nargs='?', const=True) - parser.add_argument('--ground_failure', default = False, - type = str2bool, nargs='?', const=False) - parser.add_argument('--auto_script', default=None) - parser.add_argument('--resource_dir', default=None) - parser.add_argument('--custom_fragility_dir', default=None) - parser.add_argument('--regional', default = False, - type = str2bool, nargs='?', const=False) - parser.add_argument('--output_format', default = None) - # parser.add_argument('-d', '--demandFile', default=None) + # parser.add_argument('-s', '--sampleSize', default = None) # parser.add_argument('--DL_Method', default = None) # parser.add_argument('--outputBIM', default='BIM.csv') - # parser.add_argument('--outputEDP', default='EDP.csv') - # parser.add_argument('--outputDM', default='DM.csv') - # parser.add_argument('--outputDV', default='DV.csv') + parser.add_argument('--outputEDP', default='EDP.csv') + parser.add_argument('--outputDM', default='DM.csv') + parser.add_argument('--outputDV', default='DV.csv') + parser.add_argument('--dirnameOutput', default = None) + # parser.add_argument('--event_time', default=None) + # parser.add_argument('--detailed_results', default = True, + # type = str2bool, nargs='?', const=True) + # parser.add_argument('--coupled_EDP', default = False, + # type = str2bool, nargs='?', const=False) + # parser.add_argument('--log_file', default = True, + # type = str2bool, nargs='?', const=True) + # parser.add_argument('--ground_failure', default = False, + # type = str2bool, nargs='?', const=False) + # parser.add_argument('--auto_script', default=None) + # parser.add_argument('--resource_dir', default=None) args = parser.parse_args(args) log_msg('Initializing pelicun calculation...') @@ -1515,19 +1023,19 @@ def main(args): # print(args) out = run_pelicun( args.filenameDL, - demand_file = args.demandFile, - output_path = args.dirnameOutput, - realizations = args.Realizations, - detailed_results = args.detailed_results, - coupled_EDP = args.coupled_EDP, - log_file = args.log_file, - event_time = args.event_time, - ground_failure = args.ground_failure, - auto_script_path = args.auto_script, - resource_dir = args.resource_dir, - custom_fragility_dir = args.custom_fragility_dir, - regional = args.regional, - output_format = args.output_format + # args.demandFile, + # args.sampleSize, + # args.DL_Method, + # args.outputBIM, args.outputEDP, + # args.outputDM, args.outputDV, + # output_path = args.dirnameOutput, + # detailed_results = args.detailed_results, + # coupled_EDP = args.coupled_EDP, + # log_file = args.log_file, + # event_time = args.event_time, + # ground_failure = args.ground_failure, + # auto_script_path = args.auto_script, + # resource_dir = args.resource_dir ) if out == -1: