WALL - Wall
The following models are available:
WALL.001a | Wood Wall - General fragility
Suggested Block Size: 1 EA
Cope, A. D. 2004. Predicting the vulnerability of typical residential buildings to hurricane damage. University of Florida.
WALL.001b | Wood Wall - General fragility
Suggested Block Size: 1 EA
Cope, A. D. 2004. Predicting the vulnerability of typical residential buildings to hurricane damage. University of Florida.
WALL.001c | Wood Wall - General fragility
Suggested Block Size: 1 EA
Cope, A. D. 2004. Predicting the vulnerability of typical residential buildings to hurricane damage. University of Florida.
WALL.001d | Wood Wall - General fragility
Suggested Block Size: 1 EA
Cope, A. D. 2004. Predicting the vulnerability of typical residential buildings to hurricane damage. University of Florida.
Unnikrishnan, V. U., and M. Barbato. 2017. Multihazard Interaction Effects on the Performance of Low-Rise Wood-Frame Housing in Hurricane-Prone Regions. Journal of Structural Engineering, 143 (8): 04017076. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001797.
WALL.001e | Wood Wall - General fragility
Suggested Block Size: 1 EA
Cope, A. D. 2004. Predicting the vulnerability of typical residential buildings to hurricane damage. University of Florida.
Unnikrishnan, V. U., and M. Barbato. 2017. Multihazard Interaction Effects on the Performance of Low-Rise Wood-Frame Housing in Hurricane-Prone Regions. Journal of Structural Engineering, 143 (8): 04017076. American Society of Civil Engineers. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001797.
WALL.002a | Wall - Unreinforced gable ends
Suggested Block Size: 1 EA
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 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. Florida International University: International Hurricane Research Center.
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
WALL.002b | Wall - Unreinforced gable ends
Suggested Block Size: 1 EA
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 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. Florida International University: International Hurricane Research Center.
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
WALL.002c | Wall - Unreinforced gable ends
Suggested Block Size: 1 EA
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 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. Florida International University: International Hurricane Research Center.
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
WALL.003a | Wall - Reinforced gable ends
Suggested Block Size: 1 EA
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 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. Florida International University: International Hurricane Research Center.
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
WALL.003b | Wall - Reinforced gable ends
Suggested Block Size: 1 EA
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 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. Florida International University: International Hurricane Research Center.
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
WALL.003c | Wall - Reinforced gable ends
Suggested Block Size: 1 EA
Gurley, K., J. P. Pinelli, C. Subramanian, A. Cope, L. Zhang, J. Murphree, A. Artiles, P. Misra, S. Gulati, and E. Simiu. 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. Florida International University: International Hurricane Research Center.
Peng, J. 2013. Modeling natural disaster risk management: Integrating the roles of insurance and retrofit and multiple stakeholder perspectives. Ph.D. United States – Delaware: University of Delaware.
WALL.004a | Concrete block
Suggested Block Size: 1 EA
Cope, A. D. 2004. Predicting the vulnerability of typical residential buildings to hurricane damage. University of Florida.
WALL.004b | Concrete block
Suggested Block Size: 1 EA
Cope, A. D. 2004. Predicting the vulnerability of typical residential buildings to hurricane damage. University of Florida.