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    Further Verifications of Beam‐Column Strength Equations

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author:
    C. S. Cai
    ,
    X. L. Liu
    ,
    W. F. Chen
    DOI: 10.1061/(ASCE)0733-9445(1991)117:2(501)
    Publisher: American Society of Civil Engineers
    Abstract: The aim of this work is to provide further numerical and experimental verifications of the validity of the AISC load and resistance factor design (LRFD) interaction equations for the design of biaxially loaded beam‐columns without sidesway. Sixteen H‐columns are tested under biaxial loading, and a comprehensive numerical study of the behavior and strength of these columns is made using a computer model developed. Against the background of this information, the general validity of the present AISC LRFD beam‐column interaction equations is demonstrated. It is found that, in very limited cases only, the AISC LRFD equations can slightly overestimate the load‐carrying capacity of some beam‐columns. The present study concludes that the AISC LRFD equations are reasonable for design, give realistic representation of actual column behavior and strength, and meet the requirements for simplicity in use.
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      Further Verifications of Beam‐Column Strength Equations

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31054
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    • Journal of Structural Engineering

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    contributor authorC. S. Cai
    contributor authorX. L. Liu
    contributor authorW. F. Chen
    date accessioned2017-05-08T20:54:04Z
    date available2017-05-08T20:54:04Z
    date copyrightFebruary 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A2%28501%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31054
    description abstractThe aim of this work is to provide further numerical and experimental verifications of the validity of the AISC load and resistance factor design (LRFD) interaction equations for the design of biaxially loaded beam‐columns without sidesway. Sixteen H‐columns are tested under biaxial loading, and a comprehensive numerical study of the behavior and strength of these columns is made using a computer model developed. Against the background of this information, the general validity of the present AISC LRFD beam‐column interaction equations is demonstrated. It is found that, in very limited cases only, the AISC LRFD equations can slightly overestimate the load‐carrying capacity of some beam‐columns. The present study concludes that the AISC LRFD equations are reasonable for design, give realistic representation of actual column behavior and strength, and meet the requirements for simplicity in use.
    publisherAmerican Society of Civil Engineers
    titleFurther Verifications of Beam‐Column Strength Equations
    typeJournal Paper
    journal volume117
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:2(501)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
    contenttypeFulltext
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