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    Wind Damage to Wood‐Frame Houses: Problems, Solutions, and Research Needs

    Source: Journal of Aerospace Engineering:;1989:;Volume ( 002 ):;issue: 002
    Author:
    Henry Liu
    ,
    Herbert S. Saffir
    ,
    Peter R. Sparks
    DOI: 10.1061/(ASCE)0893-1321(1989)2:2(57)
    Publisher: American Society of Civil Engineers
    Abstract: Wood‐frame houses (light‐frame timber construction) suffer widespread losses in high winds. Improvements in construction techniques and practices can greatly reduce wind damage to such buildings. The most serious problem contributing to wind damage in wood‐frame houses is inadequate tie‐down of roofs. Other serious problems include inadequate tie‐down of wall frames to foundation, weak joints, lack of racking resistance, and sloppy construction practice. Simple and inexpensive means exist to correct most of these problems. Research needs include the development of better methodologies to analyze the response of wood‐frame houses, especially the response of joints, full‐scale testing of wood‐frame houses, testing of dissected joints, improved understanding of wind loads, and post‐disaster investigations focused on individual houses.
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      Wind Damage to Wood‐Frame Houses: Problems, Solutions, and Research Needs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/44652
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    contributor authorHenry Liu
    contributor authorHerbert S. Saffir
    contributor authorPeter R. Sparks
    date accessioned2017-05-08T21:15:33Z
    date available2017-05-08T21:15:33Z
    date copyrightApril 1989
    date issued1989
    identifier other%28asce%290893-1321%281989%292%3A2%2857%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44652
    description abstractWood‐frame houses (light‐frame timber construction) suffer widespread losses in high winds. Improvements in construction techniques and practices can greatly reduce wind damage to such buildings. The most serious problem contributing to wind damage in wood‐frame houses is inadequate tie‐down of roofs. Other serious problems include inadequate tie‐down of wall frames to foundation, weak joints, lack of racking resistance, and sloppy construction practice. Simple and inexpensive means exist to correct most of these problems. Research needs include the development of better methodologies to analyze the response of wood‐frame houses, especially the response of joints, full‐scale testing of wood‐frame houses, testing of dissected joints, improved understanding of wind loads, and post‐disaster investigations focused on individual houses.
    publisherAmerican Society of Civil Engineers
    titleWind Damage to Wood‐Frame Houses: Problems, Solutions, and Research Needs
    typeJournal Paper
    journal volume2
    journal issue2
    journal titleJournal of Aerospace Engineering
    identifier doi10.1061/(ASCE)0893-1321(1989)2:2(57)
    treeJournal of Aerospace Engineering:;1989:;Volume ( 002 ):;issue: 002
    contenttypeFulltext
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