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    Analytical Modeling of Hysteretic Behavior of R/C Frames

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author:
    Magdy S. L. Roufaiel
    ,
    Christian Meyer
    DOI: 10.1061/(ASCE)0733-9445(1987)113:3(429)
    Publisher: American Society of Civil Engineers
    Abstract: A theory for an enhanced mathematical model of R/C frame members is presented and its accuracy is verified by simulating various laboratory experiments for which data were available in the literature. New member and global damage parameters are defined. These damage parameters are useful for subsequent reliability analysis of damaged concrete frames.
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      Analytical Modeling of Hysteretic Behavior of R/C Frames

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/30000
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    contributor authorMagdy S. L. Roufaiel
    contributor authorChristian Meyer
    date accessioned2017-05-08T20:52:21Z
    date available2017-05-08T20:52:21Z
    date copyrightMarch 1987
    date issued1987
    identifier other%28asce%290733-9445%281987%29113%3A3%28429%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30000
    description abstractA theory for an enhanced mathematical model of R/C frame members is presented and its accuracy is verified by simulating various laboratory experiments for which data were available in the literature. New member and global damage parameters are defined. These damage parameters are useful for subsequent reliability analysis of damaged concrete frames.
    publisherAmerican Society of Civil Engineers
    titleAnalytical Modeling of Hysteretic Behavior of R/C Frames
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:3(429)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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