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contributor authorDavid B. Roueche
contributor authorGuangzhao Chen
contributor authorMariantonieta Gutierrez Soto
contributor authorSabarethinam Kameshwar
contributor authorAmir Safiey
contributor authorTrung Do
contributor authorFranklin T. Lombardo
contributor authorJordan O. Nakayama
contributor authorBrandon M. Rittelmeyer
contributor authorAlejandro Palacio-Betancur
contributor authorGarrett Demaree
date accessioned2024-04-27T22:31:07Z
date available2024-04-27T22:31:07Z
date issued2024/05/01
identifier other10.1061-JSENDH.STENG-12986.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296838
description abstractMitigating tornado damage remains a critical challenge for communities throughout much of the United States. Enhanced construction techniques typically used in hurricane-prone regions are often recommended as at least part of the solution, but the effectiveness of these techniques lacks empirical evaluation. This study investigates the performance of modern wood-frame residential structures in Arabi, LA, constructed to hurricane-resistant standards, that were impacted by a strong tornado on March 22, 2022. Field teams deployed beginning March 25, 2022, just three days after the tornado touched down, capturing perishable data on the building performance using vehicle-mounted surface-level panoramic cameras, forensic engineering investigations, and unmanned aerial systems. This paper describes the field deployments and identifies common failure mechanisms observed by the field teams. Analytical fragility functions are developed based on the load path observations and compared to empirical fragility functions generated from linking the building performance observations with wind speed estimates at each building derived from a parametric wind field model conditioned to tree-fall patterns. The study finds that despite the frequent use of hurricane-resistant hardware, such as hurricane straps and anchor bolts, key weak links elsewhere in the load path compromised the resistance and led to premature failures. The agreement between the empirically- and analytically-derived fragility functions was lacking, demonstrating the challenges that remain in understanding near-surface tornado wind loading and structural response. Nonetheless, the study provides a consensus framework for future tornado assessments that can help improve our understanding of tornado loading through the utilization of reconnaissance data. Further, the study findings on deficiencies in the load paths of homes in hurricane-prone regions have practical value to risk assessments and future construction practices.
publisherASCE
titlePerformance of Hurricane-Resistant Housing during the 2022 Arabi, Louisiana, Tornado
typeJournal Article
journal volume150
journal issue5
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-12986
journal fristpage04024029-1
journal lastpage04024029-18
page18
treeJournal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 005
contenttypeFulltext


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