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    Outrigger‐Braced Coupled Shear Walls

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author:
    Fouad R. Moudarres
    DOI: 10.1061/(ASCE)0733-9445(1984)110:12(2876)
    Publisher: American Society of Civil Engineers
    Abstract: An investigation is made of the feasibility of using a top outrigger to stiffen a pair of coupled shear walls. Based on the continuous connecting medium, a closed solution to the problem is reached. The solution presented also includes the analysis of coupled shear walls stiffened by a top beam. A numerical example is given to indicate the efficiency of the top stiffening outrigger in reducing the lateral deflections in the pair of coupled shear walls.
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      Outrigger‐Braced Coupled Shear Walls

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    https://yetl.yabesh.ir/yetl1/handle/yetl/29180
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    contributor authorFouad R. Moudarres
    date accessioned2017-05-08T20:50:59Z
    date available2017-05-08T20:50:59Z
    date copyrightDecember 1984
    date issued1984
    identifier other%28asce%290733-9445%281984%29110%3A12%282876%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29180
    description abstractAn investigation is made of the feasibility of using a top outrigger to stiffen a pair of coupled shear walls. Based on the continuous connecting medium, a closed solution to the problem is reached. The solution presented also includes the analysis of coupled shear walls stiffened by a top beam. A numerical example is given to indicate the efficiency of the top stiffening outrigger in reducing the lateral deflections in the pair of coupled shear walls.
    publisherAmerican Society of Civil Engineers
    titleOutrigger‐Braced Coupled Shear Walls
    typeJournal Paper
    journal volume110
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1984)110:12(2876)
    treeJournal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 012
    contenttypeFulltext
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