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    Seismic Hazard Analysis of Nonlinear Structures. II: Applications

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author:
    Paolo Bazzurro
    ,
    C. Allin Cornell
    DOI: 10.1061/(ASCE)0733-9445(1994)120:11(3345)
    Publisher: American Society of Civil Engineers
    Abstract: In a companion paper, a methodology for the direct computation of the annual seismic risk of postelastic damage in realistic, nonlinear, multi‐degree‐of‐freedom structures was developed. This methodology makes use of the (random) response factor
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      Seismic Hazard Analysis of Nonlinear Structures. II: Applications

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/31864
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    contributor authorPaolo Bazzurro
    contributor authorC. Allin Cornell
    date accessioned2017-05-08T20:55:21Z
    date available2017-05-08T20:55:21Z
    date copyrightNovember 1994
    date issued1994
    identifier other%28asce%290733-9445%281994%29120%3A11%283345%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31864
    description abstractIn a companion paper, a methodology for the direct computation of the annual seismic risk of postelastic damage in realistic, nonlinear, multi‐degree‐of‐freedom structures was developed. This methodology makes use of the (random) response factor
    publisherAmerican Society of Civil Engineers
    titleSeismic Hazard Analysis of Nonlinear Structures. II: Applications
    typeJournal Paper
    journal volume120
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1994)120:11(3345)
    treeJournal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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