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    Design Aids for Reinforced Concrete Columns

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author:
    Bao‐Jun Sun
    ,
    Zhi‐Tao Lu
    DOI: 10.1061/(ASCE)0733-9445(1992)118:11(2986)
    Publisher: American Society of Civil Engineers
    Abstract: A general computer model to investigate the ultimate strength behavior of regularly and irregularly shaped reinforced concrete columns subjected to axial load and biaxial bendings based on the Chinese Code GBJ 10‐89 and ACI 318‐83 is presented. The model combines biaxial bending, biaxial bending and tension, and biaxial bending and compression. It is also applicable to reinforced concrete columns loaded in one direction. With the presented design procedure, the position of the neutral axis and the area of the reinforcement or the ultimate strength capability can be obtained using the classical Newton‐Raphson method. The design tool is both clear in physical conception and easily programmed. The accuracy of the method is established by comparison with experimental results for reinforced concrete members subjected to combined biaxial bending and axial load. A numerical example is presented to demonstrate the validity and applicability of the presented method.
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      Design Aids for Reinforced Concrete Columns

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31282
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    • Journal of Structural Engineering

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    contributor authorBao‐Jun Sun
    contributor authorZhi‐Tao Lu
    date accessioned2017-05-08T20:54:26Z
    date available2017-05-08T20:54:26Z
    date copyrightNovember 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A11%282986%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31282
    description abstractA general computer model to investigate the ultimate strength behavior of regularly and irregularly shaped reinforced concrete columns subjected to axial load and biaxial bendings based on the Chinese Code GBJ 10‐89 and ACI 318‐83 is presented. The model combines biaxial bending, biaxial bending and tension, and biaxial bending and compression. It is also applicable to reinforced concrete columns loaded in one direction. With the presented design procedure, the position of the neutral axis and the area of the reinforcement or the ultimate strength capability can be obtained using the classical Newton‐Raphson method. The design tool is both clear in physical conception and easily programmed. The accuracy of the method is established by comparison with experimental results for reinforced concrete members subjected to combined biaxial bending and axial load. A numerical example is presented to demonstrate the validity and applicability of the presented method.
    publisherAmerican Society of Civil Engineers
    titleDesign Aids for Reinforced Concrete Columns
    typeJournal Paper
    journal volume118
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:11(2986)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    contenttypeFulltext
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