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    Structural Behavior of Wood Shear Wall Assemblies

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author:
    Erik L. Nelson
    ,
    Dan L. Wheat
    ,
    David W. Fowler
    DOI: 10.1061/(ASCE)0733-9445(1985)111:3(654)
    Publisher: American Society of Civil Engineers
    Abstract: The paper is a summary of the results of an experimental program conducted at the University of Texas to investigate the structural behavior of 7 shear wall assemblies used in manufactured housing. Variables studied include the size and location of the shear wall within the assembly, the number of glued sides of hardwood paneling, and the number of floor joists beneath the shear wall. It was found that walls located on the windward side of the assembly had higher ultimate strengths. In addition, measurements of slip between the shear wall and side walls indicate that there may be significant load transfer into the side wall. Also, the side walls, it was found, do not provide rigid vertical support to the joists beneath the shear wall, as currently assumed in design.
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      Structural Behavior of Wood Shear Wall Assemblies

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    contributor authorErik L. Nelson
    contributor authorDan L. Wheat
    contributor authorDavid W. Fowler
    date accessioned2017-05-08T20:51:35Z
    date available2017-05-08T20:51:35Z
    date copyrightMarch 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A3%28654%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29524
    description abstractThe paper is a summary of the results of an experimental program conducted at the University of Texas to investigate the structural behavior of 7 shear wall assemblies used in manufactured housing. Variables studied include the size and location of the shear wall within the assembly, the number of glued sides of hardwood paneling, and the number of floor joists beneath the shear wall. It was found that walls located on the windward side of the assembly had higher ultimate strengths. In addition, measurements of slip between the shear wall and side walls indicate that there may be significant load transfer into the side wall. Also, the side walls, it was found, do not provide rigid vertical support to the joists beneath the shear wall, as currently assumed in design.
    publisherAmerican Society of Civil Engineers
    titleStructural Behavior of Wood Shear Wall Assemblies
    typeJournal Paper
    journal volume111
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:3(654)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 003
    contenttypeFulltext
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