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    Geometric Nonlinearities in Unbraced Multistory Frames

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    Author:
    Shu‐Ming A. Lai
    ,
    James G. MacGregor
    DOI: 10.1061/(ASCE)0733-9445(1983)109:11(2528)
    Publisher: American Society of Civil Engineers
    Abstract: The geometric nonlinearities in elastic sway frames are examined. Various approximate methods of second‐order analysis for sway frames are reviewed and the conditions limiting the use of these procedures are stated. A rational method for combining the nonsway and sway moments is developed. A practical method of including the effects of sway deflections due to gravity load moments and out‐of‐plumb construction in the approximate second‐order analysis is derived.
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      Geometric Nonlinearities in Unbraced Multistory Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28855
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    contributor authorShu‐Ming A. Lai
    contributor authorJames G. MacGregor
    date accessioned2017-05-08T20:50:24Z
    date available2017-05-08T20:50:24Z
    date copyrightNovember 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A11%282528%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28855
    description abstractThe geometric nonlinearities in elastic sway frames are examined. Various approximate methods of second‐order analysis for sway frames are reviewed and the conditions limiting the use of these procedures are stated. A rational method for combining the nonsway and sway moments is developed. A practical method of including the effects of sway deflections due to gravity load moments and out‐of‐plumb construction in the approximate second‐order analysis is derived.
    publisherAmerican Society of Civil Engineers
    titleGeometric Nonlinearities in Unbraced Multistory Frames
    typeJournal Paper
    journal volume109
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:11(2528)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 011
    contenttypeFulltext
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