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    Drift Limits of High-Strength Concrete Columns Subjected to Load Reversals

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author:
    Adolfo B. Matamoros
    ,
    Mete A. Sozen
    DOI: 10.1061/(ASCE)0733-9445(2003)129:3(297)
    Publisher: American Society of Civil Engineers
    Abstract: A series of experiments was carried out to investigate the behavior of columns with high-strength concrete subjected to shear reversals into the nonlinear range of response. The main experimental variables were loading history, axial load, and concrete strength. Columns measured
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      Drift Limits of High-Strength Concrete Columns Subjected to Load Reversals

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34010
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    contributor authorAdolfo B. Matamoros
    contributor authorMete A. Sozen
    date accessioned2017-05-08T20:58:36Z
    date available2017-05-08T20:58:36Z
    date copyrightMarch 2003
    date issued2003
    identifier other%28asce%290733-9445%282003%29129%3A3%28297%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34010
    description abstractA series of experiments was carried out to investigate the behavior of columns with high-strength concrete subjected to shear reversals into the nonlinear range of response. The main experimental variables were loading history, axial load, and concrete strength. Columns measured
    publisherAmerican Society of Civil Engineers
    titleDrift Limits of High-Strength Concrete Columns Subjected to Load Reversals
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2003)129:3(297)
    treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    contenttypeFulltext
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