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    Fragility Assessment of Typhoon-Induced Hazard to Roof Sheathing Panels of Low-Rise Building

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007::page 04021081-1
    Author:
    Xiaowen Ji
    ,
    Boyu Zhang
    ,
    Zhao-Hui Lu
    ,
    Yan-Gang Zhao
    DOI: 10.1061/(ASCE)ST.1943-541X.0003016
    Publisher: ASCE
    Abstract: Because of the vulnerability of roof sheathing panel to wind load, light-frame wood low-rise buildings often suffer from serious destructions in typhoon hazards. Efficient assessment of these hazards is an urgent need for the purpose of risk mitigation. The paper develops a database-assisted fragility approach for the assessment of typhoon-induced hazards to low-rise building roofing. In the developed approach, the failure of a single panel and the damage ratio of the entire roof over the typhoon duration are formulated in a probabilistic way where the dependence among wind loads is considered. Via the probabilistic formulation, the holistic analysis for typhoon-induced hazards to low-rise building roofs is decomposed to the hazard analysis at each individual time step. An analytical solution is proposed to determine the failure probability of each single panel and the probability related to the associated failure of each pair of panels at each time step. For a single panel, its failure probability is estimated by applying the Hermite transformation to the limit-state function. For the associated failure of each pair of panels, Nataf transformation is used to model the dependence between the limit-state functions of two panels. Wind field data recorded during the historical typhoon Hagupit are used to illustrate the effectiveness of the approach. Through this approach, the damage progress on roofs is revealed and the influence of wind loading dependence is investigated.
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      Fragility Assessment of Typhoon-Induced Hazard to Roof Sheathing Panels of Low-Rise Building

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270388
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    contributor authorXiaowen Ji
    contributor authorBoyu Zhang
    contributor authorZhao-Hui Lu
    contributor authorYan-Gang Zhao
    date accessioned2022-01-31T23:48:26Z
    date available2022-01-31T23:48:26Z
    date issued7/1/2021
    identifier other%28ASCE%29ST.1943-541X.0003016.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270388
    description abstractBecause of the vulnerability of roof sheathing panel to wind load, light-frame wood low-rise buildings often suffer from serious destructions in typhoon hazards. Efficient assessment of these hazards is an urgent need for the purpose of risk mitigation. The paper develops a database-assisted fragility approach for the assessment of typhoon-induced hazards to low-rise building roofing. In the developed approach, the failure of a single panel and the damage ratio of the entire roof over the typhoon duration are formulated in a probabilistic way where the dependence among wind loads is considered. Via the probabilistic formulation, the holistic analysis for typhoon-induced hazards to low-rise building roofs is decomposed to the hazard analysis at each individual time step. An analytical solution is proposed to determine the failure probability of each single panel and the probability related to the associated failure of each pair of panels at each time step. For a single panel, its failure probability is estimated by applying the Hermite transformation to the limit-state function. For the associated failure of each pair of panels, Nataf transformation is used to model the dependence between the limit-state functions of two panels. Wind field data recorded during the historical typhoon Hagupit are used to illustrate the effectiveness of the approach. Through this approach, the damage progress on roofs is revealed and the influence of wind loading dependence is investigated.
    publisherASCE
    titleFragility Assessment of Typhoon-Induced Hazard to Roof Sheathing Panels of Low-Rise Building
    typeJournal Paper
    journal volume147
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003016
    journal fristpage04021081-1
    journal lastpage04021081-10
    page10
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007
    contenttypeFulltext
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