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    Seismic Behavior of Flexural Dominated Reinforced Concrete Bridge Columns at Low Temperatures

    Source: Journal of Cold Regions Engineering:;2009:;Volume ( 023 ):;issue: 001
    Author:
    Luis A. Montejo
    ,
    Mervyn J. Kowalsky
    ,
    Tasnim Hassan
    DOI: 10.1061/(ASCE)0887-381X(2009)23:1(18)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results from Phase II of an experimental study on the behavior of reinforced concrete bridge columns in cold seismicly active regions. Six half-scale circular reinforced concrete columns, designed to be flexural dominated, were tested under reversed cyclic loading while subjected to temperatures ranging from
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      Seismic Behavior of Flexural Dominated Reinforced Concrete Bridge Columns at Low Temperatures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/43808
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    contributor authorLuis A. Montejo
    contributor authorMervyn J. Kowalsky
    contributor authorTasnim Hassan
    date accessioned2017-05-08T21:14:11Z
    date available2017-05-08T21:14:11Z
    date copyrightMarch 2009
    date issued2009
    identifier other%28asce%290887-381x%282009%2923%3A1%2818%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43808
    description abstractThis paper presents the results from Phase II of an experimental study on the behavior of reinforced concrete bridge columns in cold seismicly active regions. Six half-scale circular reinforced concrete columns, designed to be flexural dominated, were tested under reversed cyclic loading while subjected to temperatures ranging from
    publisherAmerican Society of Civil Engineers
    titleSeismic Behavior of Flexural Dominated Reinforced Concrete Bridge Columns at Low Temperatures
    typeJournal Paper
    journal volume23
    journal issue1
    journal titleJournal of Cold Regions Engineering
    identifier doi10.1061/(ASCE)0887-381X(2009)23:1(18)
    treeJournal of Cold Regions Engineering:;2009:;Volume ( 023 ):;issue: 001
    contenttypeFulltext
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