diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.csv b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.csv new file mode 100644 index 000000000..549d1b486 --- /dev/null +++ b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.csv @@ -0,0 +1,65 @@ +ID,Incomplete,Demand-Type,Demand-Unit,Demand-Offset,Demand-Directional,LS1-Family,LS1-Theta_0,LS1-Theta_1,LS1-DamageStateWeights +RWC.001,0,Peak Tension Force,kN,0,1,normal,5.84,0.1, +RWC.STR.001,0,Peak Tension Force,kN,0,1,normal,5.338,0.3, +RWC.TN.001a,0,Peak Tension Force,kN,0,1,normal,2.98,0.3, +RWC.TN.001b,0,Peak Tension Force,kN,0,1,normal,1.92,0.23, +RWC.TN.001c,0,Peak Tension Force,kN,0,1,normal,1.846,0.25, +RWC.TN.STR.001,0,Peak Tension Force,kN,0,1,normal,7.31,0.1, +RWC.TN.STR.002,0,Peak Tension Force,kN,0,1,normal,8.47,0.11, +RWC.TN.STR.003,0,Peak Tension Force,kN,0,1,normal,14.35,0.1, +RWC.TN.STR.004,0,Peak Tension Force,kN,0,1,normal,9.22,0.11, +RWC.TN.STR.005,0,Peak Tension Force,kN,0,1,normal,8.56,0.11, +RWC.TN.STR.006,0,Peak Tension Force,kN,0,1,normal,13.41,0.09, +RWC.TN.STR.007,0,Peak Tension Force,kN,0,1,normal,12.21,0.12, +RWC.EPX.001,0,Peak Tension Force,kN,0,1,normal,7.53,0.37, +RWC.TN.EPX.001,0,Peak Tension Force,kN,0,1,normal,7.98,0.29, +RWC.TN.EPX.002,0,Peak Tension Force,kN,0,1,normal,6.55,0.16, +RWC.TN.EPX.003,0,Peak Tension Force,kN,0,1,normal,6.11,0.19, +RWC.TN.EPX.004,0,Peak Tension Force,kN,0,1,normal,9.67,0.34, +RWC.TN.ADH.001,0,Peak Tension Force,kN,0,1,normal,6.6,0.19, +RWC.TN.ADH.002,0,Peak Tension Force,kN,0,1,normal,4.95,0.33, +RWC.TN.ADH.003,0,Peak Tension Force,kN,0,1,normal,5.21,0.21, +RWC.TN.ADH.004,0,Peak Tension Force,kN,0,1,normal,2.81,0.17, +RWC.TN.ADH.005,0,Peak Tension Force,kN,0,1,normal,4.1,0.31, +RWC.TN.ADH.006,0,Peak Tension Force,kN,0,1,normal,3.79,0.09, +RWC.TN.002,0,Peak Tension Force,kN,0,1,normal,12.56,0.1, +RWC.HCL.001a,0,Peak Tension Force,kN,0,1,normal,5.836,0.12, +RWC.HCL.001b,0,Peak Tension Force,kN,0,1,normal,5.836,0.1, +RWC.HCL.001c,0,Peak Tension Force,kN,0,1,normal,5.391,0.15, +RWC.TN.003a,0,Peak Tension Force,kN,0,1,normal,1.557,0.16, +RWC.TN.003b,0,Peak Tension Force,kN,0,1,normal,1.51,0.36, +RWC.TN.004,0,Peak Tension Force,kN,0,1,normal,1.83,0.34, +RWC.TN.005,0,Peak Tension Force,kN,0,1,normal,1.97,0.38, +RWC.TN.006a,0,Peak Tension Force,kN,0,1,normal,1.56,0.164, +RWC.TN.006b,0,Peak Tension Force,kN,0,1,normal,2.59,0.212, +RWC.TN.006c,0,Peak Tension Force,kN,0,1,normal,2.69,0.155, +WIN.001a,0,Peak Wind Pressure,kPa,0,1,normal,3.35,0.3, +WIN.001b,0,Peak Wind Pressure,kPa,0,1,normal,2.4,0.2, +WIN.002,0,Peak Wind Pressure,kPa,0,1,weibull,2.629,4.7, +WIN.003,0,Peak Wind Pressure,kPa,0,1,weibull,1.853,4.8, +WIN.004,0,Peak Wind Pressure,kPa,0,1,normal,6.7,0.3, +WIN.005,0,Peak Wind Pressure,kPa,0,1,normal,5.03,0.3, +WIN.006,0,Peak Wind Pressure,kPa,0,1,normal,2.61,0.25, +WIN.007a,0,Peak Wind Pressure,kPa,0,1,normal,1.534,0.25, +WIN.007b,0,Peak Wind Pressure,kPa,0,1,normal,2.454,0.25, +WIN.008,0,Peak Wind Pressure,kPa,0,1,normal,4.602,0.25, +WIN.009,0,Peak Wind Pressure,kPa,0,1,normal,5,0.2, +WIN.010,0,Peak Wind Pressure,kPa,0,1,normal,3.33,0.2, +WIN.011,0,Peak Wind Pressure,kPa,0,1,normal,2.5,0.2, +WIN.012,0,Peak Wind Pressure,kPa,0,1,normal,1.78,0.2, +DOR.REG.001a,0,Peak Wind Pressure,kPa,0,1,normal,3.59,0.3, +DOR.REG.001b,0,Peak Wind Pressure,kPa,0,1,normal,3.6,0.2, +DOR.REG.001c,0,Peak Wind Pressure,kPa,0,1,normal,2.394,0.2, +DOR.REG.002,0,Peak Wind Pressure,kPa,0,1,normal,7.18,0.3, +DOR.REG.003,0,Peak Wind Pressure,kPa,0,1,normal,5.41,0.3, +DOR.REG.004a,0,Peak Wind Pressure,kPa,0,1,normal,2.45,0.25, +DOR.REG.004b,0,Peak Wind Pressure,kPa,0,1,weibull,4.86,4.5, +DOR.REG.005,0,Peak Wind Pressure,kPa,0,1,normal,4.79,0.2, +DOR.GAR.001a,0,Peak Wind Pressure,kPa,0,1,normal,2.39,0.3, +DOR.GAR.001b,0,Peak Wind Pressure,kPa,0,1,normal,2.5,0.2, +DOR.GAR.001c,0,Peak Wind Pressure,kPa,0,1,normal,3.49,0.2, +DOR.GAR.001d,0,Peak Wind Pressure,kPa,0,1,normal,1.436,0.2, +DOR.GAR.002,0,Peak Wind Pressure,kPa,0,1,normal,3.59,0.3, +DOR.GAR.003,0,Peak Wind Pressure,kPa,0,1,normal,2.49,0.2, +DOR.GAR.004,0,Peak Wind Pressure,kPa,0,1,normal,0.479,0.2, +DOR.GAR.005,0,Peak Wind Pressure,kPa,0,1,normal,0.958,0.2, \ No newline at end of file diff --git a/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.json b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.json new file mode 100644 index 000000000..837e96746 --- /dev/null +++ b/pelicun/resources/SimCenterDBDL/damage_DB_SimCenter_HU.json @@ -0,0 +1,556 @@ +{ + "_GeneralInformation": { + "ShortName": "SimCenter Hurricane Component Library", + "Description": "This dataset is a collection of component-level damage models from the literature and public resources. Every entry has one or more corresponding publications identified that provide more information about its calibration and application limits.", + "Version": "0.1", + "ComponentGroups": { + "RWC - Roof-Wall Connection": { + "RWC.EPX - Epoxy only": [], + "RWC.HCL - Hurricane Clip": [], + "RWC.STR - Straps only": [], + "RWC.TN - Toe nail": [ + "RWC.TN.STR - Toe nail with straps", + "RWC.TN.EPX - Toe nail and epoxy", + "RWC.TN.ADH - Toe nail with adhesive" + ] + }, + "WIN - Windows": [], + "DOR - Doors": [ + "DOR.REG - Regular Doors", + "DOR.GAR - Garage Doors" + ] + } + }, + "References":{ + "canfield1991": "Canfield, L. R., Niu, S. H., & Liu, H. (1991). Uplift resistance of various rafter-wall connections. Forest products journal, 41(7-8), 27-34.", + "cheng2004": "Cheng, J. (2004). Testing and analysis of the toe-nailed connection in the residential roof-to-wall system. Forest products journal, 54(4).", + "dong2016": "Dong, Y., & Li, Y. (2016). Risk-based assessment of wood residential construction subjected to hurricane events considering indirect and environmental loss. Sustainable and Resilient Infrastructure, 1(1-2), 46-62.", + "gurley2005": "Gurley, K., Pinelli, J.-P., Subramanian, C., Cope, A., Zhang, L., Murphree, J., Artiles, A., Misra, P., Gulati, S., and Simiu, E. (2005). Florida Public Hurricane Loss Projection Model engineering team final report volume II: Predicting the vulnerability of typical residential buildings to hurricane damage. Technical report, International Hurricane Research Center, Florida International University", + "jain2020": "Jain, A., Bhusar, A. A., Roueche, D. B., & Prevatt, D. O. (2020). Engineering-based tornado damage assessment: numerical tool for assessing tornado vulnerability of residential structures. Frontiers in Built Environment, 6, 89.", + "li2006": "Li, Y., & Ellingwood, B. R. (2006). Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment. Engineering structures, 28(7), 1009-1018. Li, Y., van de Lindt, J. W., Dao, T., Bjarnadottir, S., & Ahuja, A. (2012). Loss analysis for combined wind and surge in hurricanes. Natural hazards review, 13(1), 1-10.", + "peng2013": "Peng, Jiazhen. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. University of Delaware, 2013.", + "reed1996": "Reed, T. D., Rosowsky, D. V., & Schiff, S. D. (1996). Roof rafter to top-plate connections in coastal residential construction. In International Wood Engineering Conference (pp. 4-458).", + "reed1997": "Reed, T. D., Rosowsky, D. V., & Schiff, S. D. (1997). Uplift capacity of light-frame rafter to top plate connections. Journal of architectural engineering, 3(4), 156-163.", + "shanmugam2009": "Shanmugam, B., Nielson, B. G., & Prevatt, D. O. (2009). Statistical and analytical models for roof components in existing light-framed wood structures. Engineering Structures, 31(11), 2607-2616.", + "vandelindt2013": "van de Lindt, J. W., Pei, S., Dao, T., Graettinger, A., Prevatt, D. O., Gupta, R., & Coulbourne, W. (2013). Dual-objective-based tornado design philosophy. Journal of Structural Engineering, 139(2), 251-263.", + "vickery2006": "Vickery, P. J., Skerlj, P. F., Lin, J., Twisdale Jr, L. A., Young, M. A., & Lavelle, F. M. (2006). HAZUS-MH hurricane model methodology. II: Damage and loss estimation. Natural Hazards Review, 7(2), 94-103." + }, + "RWC.001": { + "Description": "Roof-Wall Connection", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "dong2016", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.STR.001": { + "Description": "Roof-Wall Connection with Straps", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "vickery2006", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.001a": { + "Description": "Roof-Wall Connection with Toe nails", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "peng2013", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.001b": { + "Description": "Roof-Wall Connection with Toe nails", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["reed1997","shanmugam2009"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.001c": { + "Description": "Roof-Wall Connection with Toe nails", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "vickery2006", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.STR.001": { + "Description": "Roof-Wall Connection with Toe nails and a small strap inside", + "Comments": "The small strap is located on the inside of the wall.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.STR.002": { + "Description": "Roof-Wall Connection with Toe nails and a small strap outside", + "Comments": "The small strap is located on the outside of the wall.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.STR.003": { + "Description": "Roof-Wall Connection with Toe nails and small straps on both sides", + "Comments": "Two small straps are installed, one inside and one outside of the wall.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.STR.004": { + "Description": "Roof-Wall Connection with Toe nails, a small strap outside, and plywood nailed.", + "Comments": "The small strap is located on the outside of the wall. A plywood is nailed to the plate on the wall as spacer.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.STR.005": { + "Description": "Roof-Wall Connection with Toe nails, a small strap outside, and plywood not nailed.", + "Comments": "The small strap is located on the outside of the wall. A plywood is installed as spacer but not nailed to the plate on the wall.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.STR.006": { + "Description": "Roof-Wall Connection with Toe nails and a large strap outside", + "Comments": "The large strap is located on the outside of the wall.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.STR.007": { + "Description": "Roof-Wall Connection with Toe nails and a large strap inside", + "Comments": "The large strap is located on the inside of the wall.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.EPX.001": { + "Description": "Roof-Wall Connection with Epoxy.", + "Comments": "Epoxy set for one week, no toe nails used.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.EPX.001": { + "Description": "Roof-Wall Connection with Toe nails and epoxy.", + "Comments": "Epoxy set for one week, toe-nailed when epoxy is wet.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.EPX.002": { + "Description": "Roof-Wall Connection with Toe nails and epoxy on small wood blocks.", + "Comments": "Epoxy set for one week.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.EPX.003": { + "Description": "Roof-Wall Connection with Toe nails and epoxy on small wood blocks.", + "Comments": "Epoxy set for 24-48 hrs.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.EPX.004": { + "Description": "Roof-Wall Connection with Toe nails and epoxy on large wood blocks.", + "Comments": "Epoxy set for one week.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.ADH.001": { + "Description": "Roof-Wall Connection with Toe nails and acrylic adhesive", + "Comments": "Adhesive set for one week, toe-nailed when adhesive is wet.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.ADH.002": { + "Description": "Roof-Wall Connection with Toe nails and soaked with acrylic adhesive.", + "Comments": "Wood first soaked for 24 hours, then toe-nailed when adhesive is wet.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.ADH.003": { + "Description": "Roof-Wall Connection with Toe nails and acrylic adhesive on small wood blocks.", + "Comments": "Adhesive set for one week.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.ADH.004": { + "Description": "Roof-Wall Connection with Toe nails and 1/4 inch acrylic adhesive bead", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.ADH.005": { + "Description": "Roof-Wall Connection with Toe nails and 1/2 inch acrylic adhesive bead", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.ADH.006": { + "Description": "Roof-Wall Connection with Toe nails and foaming polyurethane adhesive.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "reed1997", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.002": { + "Description": "Roof-Wall Connection with Toe nails and Simpson Strong-Tie H10.", + "Comments": "Simpson Strong-Tie H10 metal connector installed on every truss.", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "peng2013", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.HCL.001a": { + "Description": "Roof-Wall Connection with Hurricane Clip H2.5.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "vandelindt2013", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.HCL.001b": { + "Description": "Roof-Wall Connection with Hurricane Clip H2.5.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["li2006","canfield1991"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.HCL.001c": { + "Description": "Roof-Wall Connection with Hurricane Clip H2.5.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["li2006","canfield1991"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.003a": { + "Description": "Roof-Wall Connection with Toe nails, 2-16d layout.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "vandelindt2013", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.003b": { + "Description": "Roof-Wall Connection with Toe nails, 2-16d layout.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": "shanmugam2009", + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.004": { + "Description": "Roof-Wall Connection with Toe nails, 3-8d layout.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["li2006","reed1996"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.005": { + "Description": "Roof-Wall Connection with Toe nails, 3-16d layout.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["jain2020","shanmugam2009"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.006a": { + "Description": "Roof-Wall Connection with Toe nails, 2-16d layout, box nails.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["shanmugam2009","cheng2004"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.006b": { + "Description": "Roof-Wall Connection with Toe nails, 2-16d layout, box nails.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["shanmugam2009","cheng2004"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "RWC.TN.006c": { + "Description": "Roof-Wall Connection with Toe nails, 2-16d layout, box nails.", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["shanmugam2009","cheng2004"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Tension from uplift" + } + } + } + }, + "WIN.001a": { + "Description": "Windows - General fragility", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["peng2013","gurley2005"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Glass breaking" + } + } + } + }, + "DOR.REG.001a": { + "Description": "Doors - General fragility", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["peng2013","gurley2005"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Door panel torn from hinges" + } + } + } + }, + "DOR.GAR.001a": { + "Description": "Garage Door - General fragility", + "Comments": "...", + "SuggestedComponentBlockSize": "1 EA", + "RoundUpToIntegerQuantity": "True", + "Reference": ["peng2013","gurley2005"], + "LimitStates": { + "LS1": { + "DS1": { + "Description": "Garage door torn from tracks" + } + } + } + } +} \ No newline at end of file