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    Load-Sharing and Redistribution in a One-Story Woodframe Building

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author:
    Phillip J. Paevere
    ,
    Greg C. Foliente
    ,
    Bo Kasal
    DOI: 10.1061/(ASCE)0733-9445(2003)129:9(1275)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a series of experiments on a full-scale one-story L-shaped woodframe house. The major objective of the experiments was to collect data for use in the validation of analytical models, and to examine the load redistribution in a nonsymmetrical light-frame structure under lateral loading. In these experiments, the distribution of the reaction forces underneath the walls, and the displaced shape of the house were measured in detail under static and static–cyclic loading. The experimental results have provided the most detailed picture of the reaction forces beneath a nonsymmetrical light-frame structure under lateral loading ever recorded. It was shown that there is potential for significant sharing and redistribution of applied lateral load, between the main shear walls of a light-frame house under both pseudoelastic and inelastic response conditions. Commonly used techniques for lateral load distribution in light-frame structures do not accommodate redistribution of the loading between the walls in the structure.
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      Load-Sharing and Redistribution in a One-Story Woodframe Building

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    contributor authorPhillip J. Paevere
    contributor authorGreg C. Foliente
    contributor authorBo Kasal
    date accessioned2017-05-08T20:58:48Z
    date available2017-05-08T20:58:48Z
    date copyrightSeptember 2003
    date issued2003
    identifier other%28asce%290733-9445%282003%29129%3A9%281275%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34129
    description abstractThis paper presents the results of a series of experiments on a full-scale one-story L-shaped woodframe house. The major objective of the experiments was to collect data for use in the validation of analytical models, and to examine the load redistribution in a nonsymmetrical light-frame structure under lateral loading. In these experiments, the distribution of the reaction forces underneath the walls, and the displaced shape of the house were measured in detail under static and static–cyclic loading. The experimental results have provided the most detailed picture of the reaction forces beneath a nonsymmetrical light-frame structure under lateral loading ever recorded. It was shown that there is potential for significant sharing and redistribution of applied lateral load, between the main shear walls of a light-frame house under both pseudoelastic and inelastic response conditions. Commonly used techniques for lateral load distribution in light-frame structures do not accommodate redistribution of the loading between the walls in the structure.
    publisherAmerican Society of Civil Engineers
    titleLoad-Sharing and Redistribution in a One-Story Woodframe Building
    typeJournal Paper
    journal volume129
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2003)129:9(1275)
    treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 009
    contenttypeFulltext
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