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    Nonlinear Analysis of Reinforced Concrete Columns by Cubic-Spline Function

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 007
    Author:
    Gary Gang Wang
    ,
    Cheng-Tzu Thomas Hsu
    DOI: 10.1061/(ASCE)0733-9399(1998)124:7(803)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method is developed for the determination of complete load-deformation relationships for slender reinforced concrete tied columns with arbitrary cross sections under combined biaxial flexure and axial load. Improvement of computer time and accuracy has been demonstrated, obviously due to the application of cubic B-spline function and introduction of
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      Nonlinear Analysis of Reinforced Concrete Columns by Cubic-Spline Function

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84831
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    contributor authorGary Gang Wang
    contributor authorCheng-Tzu Thomas Hsu
    date accessioned2017-05-08T22:38:42Z
    date available2017-05-08T22:38:42Z
    date copyrightJuly 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A7%28803%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84831
    description abstractA numerical method is developed for the determination of complete load-deformation relationships for slender reinforced concrete tied columns with arbitrary cross sections under combined biaxial flexure and axial load. Improvement of computer time and accuracy has been demonstrated, obviously due to the application of cubic B-spline function and introduction of
    publisherAmerican Society of Civil Engineers
    titleNonlinear Analysis of Reinforced Concrete Columns by Cubic-Spline Function
    typeJournal Paper
    journal volume124
    journal issue7
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:7(803)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 007
    contenttypeFulltext
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