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    Approximate Moment‐Curvature Relationships for Slender Columns

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Anibal A. Manzelli
    ,
    Issam E. Harik
    DOI: 10.1061/(ASCE)0733-9445(1993)119:4(1114)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the derivation of an approximate second‐order method for the analysis and design of slender cantilever compression members. The method is based on the generation of equivalent linear representations for the nonlinear moment‐curvature
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      Approximate Moment‐Curvature Relationships for Slender Columns

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    https://yetl.yabesh.ir/yetl1/handle/yetl/31673
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    contributor authorAnibal A. Manzelli
    contributor authorIssam E. Harik
    date accessioned2017-05-08T20:55:04Z
    date available2017-05-08T20:55:04Z
    date copyrightApril 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A4%281114%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31673
    description abstractThis paper presents the derivation of an approximate second‐order method for the analysis and design of slender cantilever compression members. The method is based on the generation of equivalent linear representations for the nonlinear moment‐curvature
    publisherAmerican Society of Civil Engineers
    titleApproximate Moment‐Curvature Relationships for Slender Columns
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:4(1114)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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