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    Wind Performance Enhancement Strategies for Residential Wood-Frame Buildings

    Source: Journal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 003
    Author:
    Masoomi Hassan;Ameri Mohammad R.;van de Lindt John W.
    DOI: 10.1061/(ASCE)CF.1943-5509.0001172
    Publisher: American Society of Civil Engineers
    Abstract: Extreme winds such as tornadoes and hurricanes are relatively common natural hazards in the United States and can result in fatalities as well as damaging physical and socioeconomic infrastructure. Buildings are a critical sector within the built environment of a community and studying their performance under natural hazards is a major step for the risk and resilience assessment of a community. More than 8% of the total building stock in the United States and more than 9% of the residential buildings in North America are wood-frame construction; a construction type that is vulnerable to wind damage because they are light and typically are not engineered, only prescriptive in their design. Performance enhancement strategies for wood-frame residential buildings were investigated in this study by exploring combinations of roof coverings, roof sheathing nailing patterns, and roof-to-wall connection types. In this regard, a total of nine construction product combinations were considered. Further, recent changes to the wind standards were also explored. Specifically, the damage fragilities of five wood-frame building archetypes are considered for four damage states defined based on the performance of the building envelope, including roof coverings, doors and windows, roof sheathing, and roof-to-wall connections. The fragility curves are explained at the component level and then the building level for one archetype as an example, and the building fragility parameters are provided for all archetypes and for all construction product combinations. Comparison between fragilities developed using the last two versions of the wind standards are also presented. Then, an existing approach that amplifies the wind pressures in the wind standards to represent a tornado load is also compared. The fragility curves provided in this study can be used to represent residential buildings within a community for risk or resilience assessment/mitigation under hurricane or tornado loading.
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      Wind Performance Enhancement Strategies for Residential Wood-Frame Buildings

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    contributor authorMasoomi Hassan;Ameri Mohammad R.;van de Lindt John W.
    date accessioned2019-02-26T07:54:16Z
    date available2019-02-26T07:54:16Z
    date issued2018
    identifier other%28ASCE%29CF.1943-5509.0001172.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250179
    description abstractExtreme winds such as tornadoes and hurricanes are relatively common natural hazards in the United States and can result in fatalities as well as damaging physical and socioeconomic infrastructure. Buildings are a critical sector within the built environment of a community and studying their performance under natural hazards is a major step for the risk and resilience assessment of a community. More than 8% of the total building stock in the United States and more than 9% of the residential buildings in North America are wood-frame construction; a construction type that is vulnerable to wind damage because they are light and typically are not engineered, only prescriptive in their design. Performance enhancement strategies for wood-frame residential buildings were investigated in this study by exploring combinations of roof coverings, roof sheathing nailing patterns, and roof-to-wall connection types. In this regard, a total of nine construction product combinations were considered. Further, recent changes to the wind standards were also explored. Specifically, the damage fragilities of five wood-frame building archetypes are considered for four damage states defined based on the performance of the building envelope, including roof coverings, doors and windows, roof sheathing, and roof-to-wall connections. The fragility curves are explained at the component level and then the building level for one archetype as an example, and the building fragility parameters are provided for all archetypes and for all construction product combinations. Comparison between fragilities developed using the last two versions of the wind standards are also presented. Then, an existing approach that amplifies the wind pressures in the wind standards to represent a tornado load is also compared. The fragility curves provided in this study can be used to represent residential buildings within a community for risk or resilience assessment/mitigation under hurricane or tornado loading.
    publisherAmerican Society of Civil Engineers
    titleWind Performance Enhancement Strategies for Residential Wood-Frame Buildings
    typeJournal Paper
    journal volume32
    journal issue3
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)CF.1943-5509.0001172
    page4018024
    treeJournal of Performance of Constructed Facilities:;2018:;Volume ( 032 ):;issue: 003
    contenttypeFulltext
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