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    Reliability of Concrete Frames Damaged by Earthquakes

    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(445)
    Publisher: American Society of Civil Engineers
    Abstract: A methodology that permits an assessment of the reliability of concrete frames, which may have been damaged in previous earthquakes, is presented. Using Monte Carlo simulation, damage probability matrices are constructed that take into account the variability of building strength parameters in addition to the randomness of ground motions. This methodology can serve owners and public officials as a decision aid for strengthening strategies and repairs.
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      Reliability of Concrete Frames Damaged by Earthquakes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30001
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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%28445%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30001
    description abstractA methodology that permits an assessment of the reliability of concrete frames, which may have been damaged in previous earthquakes, is presented. Using Monte Carlo simulation, damage probability matrices are constructed that take into account the variability of building strength parameters in addition to the randomness of ground motions. This methodology can serve owners and public officials as a decision aid for strengthening strategies and repairs.
    publisherAmerican Society of Civil Engineers
    titleReliability of Concrete Frames Damaged by Earthquakes
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1987)113:3(445)
    treeJournal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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