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    Effects of Roof Shape and Roof Pitch on Extreme Wind Fragility for Roof Sheathing

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 007::page 04023093-1
    Author:
    Shuochuan Meng
    ,
    Caroline J. Williams
    ,
    Rachel A. Davidson
    ,
    Ertugrul Taciroglu
    DOI: 10.1061/JSENDH.STENG-11846
    Publisher: ASCE
    Abstract: Wind 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.
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      Effects of Roof Shape and Roof Pitch on Extreme Wind Fragility for Roof Sheathing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4294114
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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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