Tornado Fragility of Large-Box Tilt-Up Buildings Based on High-Fidelity CFD Simulations
Author:
Affiliation:
1. Missouri Univ. of Science and Technology, Rolla, MO.
2. Univ. of Louisiana at Lafayette, Lafayette, LA.
3. Colorado State Univ., Fort Collins, CO.
4. Univ. of Wisconsin–Madison, Madison, MI.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784485163.033
Reference13 articles.
1. Amini M. O. and van de Lindt J. W. Engineering J. van de L.-J. of S. & 2014 undefined. (2014). Quantitative insight into rational tornado design wind speeds for residential wood-frame structures using fragility approach. Ascelibrary.Org 140(7). https://doi.org/10.1061/(ASCE)ST.1943-541X.0000914.
2. Bryan, G. H. (2011). The governing equations for CM1.
3. Khajwal A. B. and Noshadravan A. (2020). Probabilistic hurricane wind-induced loss model for risk assessment on a regional scale. Ascelibrary.Org 6(2). https://doi.org/10.1061/AJRUA6.0001062.
4. Kuligowski E. D. Lombardo F. T. Phan L. T. Levitan M. L. and Jorgensen D. P. (2014). Final Report National Institute of Standards and Technology (NIST) Technical Investigation of the May 22 2011 Tornado in Joplin Missouri. https://doi.org/10.6028/NIST.NCSTAR.3.
5. Fragility assessment for roof sheathing failure in high wind regions
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