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    Second-Order Analysis of Plane Frames with One Element Per Member

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author:
    Richard J. Balling
    ,
    Jesse W. Lyon
    DOI: 10.1061/(ASCE)ST.1943-541X.0000369
    Publisher: American Society of Civil Engineers
    Abstract: A corotational element is developed directly from the governing second-order differential equations of beam theory. The corotational element includes not only the effect of axial force on the bending moment (
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      Second-Order Analysis of Plane Frames with One Element Per Member

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68271
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    contributor authorRichard J. Balling
    contributor authorJesse W. Lyon
    date accessioned2017-05-08T21:59:27Z
    date available2017-05-08T21:59:27Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000410.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68271
    description abstractA corotational element is developed directly from the governing second-order differential equations of beam theory. The corotational element includes not only the effect of axial force on the bending moment (
    publisherAmerican Society of Civil Engineers
    titleSecond-Order Analysis of Plane Frames with One Element Per Member
    typeJournal Paper
    journal volume137
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000369
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 011
    contenttypeFulltext
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