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    Numerical Simulation of FRP-Jacketed RC Columns Subjected to Cyclic and Seismic Loading

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    Author:
    J. G. Teng
    ,
    L. Lam
    ,
    G. Lin
    ,
    J. Y. Lu
    ,
    Q. G. Xiao
    DOI: 10.1061/(ASCE)CC.1943-5614.0000584
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a numerical model for the cyclic/seismic behavior of reinforced concrete (RC) columns retrofitted with fiber-reinforced polymer (FRP) confining jackets. Such a column model has previously been unavailable despite the popularity of FRP jacketing as a seismic retrofit method for RC columns. The proposed numerical column model is based on a recent stress-strain model for FRP-confined concrete subjected to cyclic axial compression and a hysteretic moment-rotation model to account for the effect of strain penetration of the longitudinal steel bars in the column footing (i.e., effect of fixed-end rotations). This column model was implemented into
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      Numerical Simulation of FRP-Jacketed RC Columns Subjected to Cyclic and Seismic Loading

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    http://yetl.yabesh.ir/yetl1/handle/yetl/80834
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    contributor authorJ. G. Teng
    contributor authorL. Lam
    contributor authorG. Lin
    contributor authorJ. Y. Lu
    contributor authorQ. G. Xiao
    date accessioned2017-05-08T22:27:06Z
    date available2017-05-08T22:27:06Z
    date copyrightFebruary 2016
    date issued2016
    identifier other45478264.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80834
    description abstractThis paper presents a numerical model for the cyclic/seismic behavior of reinforced concrete (RC) columns retrofitted with fiber-reinforced polymer (FRP) confining jackets. Such a column model has previously been unavailable despite the popularity of FRP jacketing as a seismic retrofit method for RC columns. The proposed numerical column model is based on a recent stress-strain model for FRP-confined concrete subjected to cyclic axial compression and a hysteretic moment-rotation model to account for the effect of strain penetration of the longitudinal steel bars in the column footing (i.e., effect of fixed-end rotations). This column model was implemented into
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of FRP-Jacketed RC Columns Subjected to Cyclic and Seismic Loading
    typeJournal Paper
    journal volume20
    journal issue1
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000584
    treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian