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    Nonlinear Finite Element Analysis of Steel Frames

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Mohamed H. El‐Zanaty
    ,
    David W. Murray
    DOI: 10.1061/(ASCE)0733-9445(1983)109:2(353)
    Publisher: American Society of Civil Engineers
    Abstract: A general formulation for the elastic and inelastic nonlinear analyses of multistory frames is presented. The inelastic analysis includes the effects of residual stresses, strain hardening, gradual penetration of yield through the cross section and the spread of inelastic zones along the member lengths. The technique is illustrated by solving a variety of problems for which alternative results are available.
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      Nonlinear Finite Element Analysis of Steel Frames

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28905
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    contributor authorMohamed H. El‐Zanaty
    contributor authorDavid W. Murray
    date accessioned2017-05-08T20:50:30Z
    date available2017-05-08T20:50:30Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A2%28353%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28905
    description abstractA general formulation for the elastic and inelastic nonlinear analyses of multistory frames is presented. The inelastic analysis includes the effects of residual stresses, strain hardening, gradual penetration of yield through the cross section and the spread of inelastic zones along the member lengths. The technique is illustrated by solving a variety of problems for which alternative results are available.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Finite Element Analysis of Steel Frames
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:2(353)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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