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    Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part I

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author:
    Christopher M. Foley
    ,
    Sriramulu Vinnakota
    DOI: 10.1061/(ASCE)0733-9445(1999)125:8(854)
    Publisher: American Society of Civil Engineers
    Abstract: This paper outlines the development of a finite element for use in the inelastic second-order analysis of partially (PR) and fully (FR) restrained planar steel frames. The finite element considers spread of plastification within the cross section and along the member length; centroidal shift of the elastic core; a variety of residual stress distributions; and
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      Inelastic Behavior of Multistory Partially Restrained Steel Frames. Part I

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33237
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    contributor authorChristopher M. Foley
    contributor authorSriramulu Vinnakota
    date accessioned2017-05-08T20:57:28Z
    date available2017-05-08T20:57:28Z
    date copyrightAugust 1999
    date issued1999
    identifier other%28asce%290733-9445%281999%29125%3A8%28854%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33237
    description abstractThis paper outlines the development of a finite element for use in the inelastic second-order analysis of partially (PR) and fully (FR) restrained planar steel frames. The finite element considers spread of plastification within the cross section and along the member length; centroidal shift of the elastic core; a variety of residual stress distributions; and
    publisherAmerican Society of Civil Engineers
    titleInelastic Behavior of Multistory Partially Restrained Steel Frames. Part I
    typeJournal Paper
    journal volume125
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:8(854)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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