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contributor authorShuochuan Meng
contributor authorCaroline J. Williams
contributor authorRachel A. Davidson
contributor authorErtugrul Taciroglu
date accessioned2023-11-28T00:14:03Z
date available2023-11-28T00:14:03Z
date issued5/12/2023 12:00:00 AM
date issued2023-05-12
identifier otherJSENDH.STENG-11846.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4294114
description abstractWind fragility curves for roof sheathing were developed for single-family building models to investigate the effects of roof shape and roof pitch on the wind performance of roof sheathing. For gable roofs, it was found that more complex roof shapes are more likely to suffer roof sheathing damage when subjected to high winds. The probability of no roof sheathing failure can be up to 36% higher for a simple gable roof than for a complex gable roof. For hip roofs with different configurations, variation in roof shape has minimal effect on roof sheathing fragility. Roof pitch effects were also evaluated for 10 pitch angles, ranging from 14° to 45°. Results suggest that for roof pitches smaller than 27°, the effects of this angle are more substantial on the performance of gable roofs than on hip roofs. For gable roofs, the probability of no roof sheathing failure can be up to 23% higher for a 23° roof pitch than that for an 18° roof pitch. Furthermore, the inclusion of complex roof shapes in a regional hurricane loss model for New Hanover County, North Carolina, accounted for a 44% increase in estimated annual expected losses from roof sheathing damages compared to a scenario in which all roofs are assumed to have rectangular roof shapes. Therefore, to avoid an underestimation of roof damages due to high-wind impact, the inclusion of complex roof geometries in hurricane loss modeling is strongly recommended.
publisherASCE
titleEffects of Roof Shape and Roof Pitch on Extreme Wind Fragility for Roof Sheathing
typeJournal Article
journal volume149
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/JSENDH.STENG-11846
journal fristpage04023093-1
journal lastpage04023093-16
page16
treeJournal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 007
contenttypeFulltext


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