WCOV - Wall Cover
The following models are available:
WCOV.001a | Wall Cover - General fragility, lower end
Suggested Block Size: 1 EA (round up to integer quantity)
Abdelhady, A. U., S. M. J. Spence, and J. McCormick. 2022. Risk and fragility assessment of residential wooden buildings subject to hurricane winds. Structural Safety, 94: 102137. https://doi.org/10.1016/j.strusafe.2021.102137.
WCOV.001b | Wall Cover - General fragility, higher end
Suggested Block Size: 1 EA (round up to integer quantity)
Abdelhady, A. U., S. M. J. Spence, and J. McCormick. 2022. Risk and fragility assessment of residential wooden buildings subject to hurricane winds. Structural Safety, 94: 102137. https://doi.org/10.1016/j.strusafe.2021.102137.
WCOV.002 | Wall Cover with Vinyl Siding
Suggested Block Size: 1 EA (round up to integer quantity)
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.
Jain, A., A. A. Bhusar, D. B. Roueche, and D. O. Prevatt. 2020. Engineering-Based Tornado Damage Assessment: Numerical Tool for Assessing Tornado Vulnerability of Residential Structures. Front. Built Environ., 6. Frontiers. https://doi.org/10.3389/fbuil.2020.00089.
WCOV.003 | Wall Cover with Curtain Walls 30 sq ft size and 6:5 aspect ratio
Suggested Block Size: 30 ft2 (round up to integer quantity)
Puga, H., B. A. Olmos, L. Olmos, J. M. Jara, and M. Jara. 2015. Damage assessment of curtain wall glass. J. Phys.: Conf. Ser., 628 (1): 012052. IOP Publishing. https://doi.org/10.1088/1742-6596/628/1/012052.
Angeles, K., D. Patsialis, A. A. Taflanidis, T. L. Kijewski-Correa, A. Buccellato, and C. Vardeman. 2021. Advancing the Design of Resilient and Sustainable Buildings: An Integrated Life-Cycle Analysis. J. Struct. Eng., 147 (3): 04020341. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002910.