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    Reliability Assessment of RC Column under Stochastic Stress

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author:
    Claudio Floris
    ,
    Alberto Mazzucchelli
    DOI: 10.1061/(ASCE)0733-9445(1991)117:11(3274)
    Publisher: American Society of Civil Engineers
    Abstract: The reliability of a short reinforced concrete (RC) column subject to various loads is assessed. The loads yield a two‐dimensional stress, axial force
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      Reliability Assessment of RC Column under Stochastic Stress

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    https://yetl.yabesh.ir/yetl1/handle/yetl/31005
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    contributor authorClaudio Floris
    contributor authorAlberto Mazzucchelli
    date accessioned2017-05-08T20:53:59Z
    date available2017-05-08T20:53:59Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9445%281991%29117%3A11%283274%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31005
    description abstractThe reliability of a short reinforced concrete (RC) column subject to various loads is assessed. The loads yield a two‐dimensional stress, axial force
    publisherAmerican Society of Civil Engineers
    titleReliability Assessment of RC Column under Stochastic Stress
    typeJournal Paper
    journal volume117
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1991)117:11(3274)
    treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    contenttypeFulltext
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