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    Noniterative Equivalent Linear Method for Evaluation of Existing Structures

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author:
    Yu-Yuan Lin
    ,
    Eduardo Miranda
    DOI: 10.1061/(ASCE)0733-9445(2008)134:11(1685)
    Publisher: American Society of Civil Engineers
    Abstract: The equivalent linear system is one of the approximate methods for estimating the maximum inelastic displacement response of structures in performance-based seismic design and evaluation. Traditionally, the equivalent period and damping of such a system are defined by the ductility ratio (
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      Noniterative Equivalent Linear Method for Evaluation of Existing Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35146
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    contributor authorYu-Yuan Lin
    contributor authorEduardo Miranda
    date accessioned2017-05-08T21:00:25Z
    date available2017-05-08T21:00:25Z
    date copyrightNovember 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A11%281685%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35146
    description abstractThe equivalent linear system is one of the approximate methods for estimating the maximum inelastic displacement response of structures in performance-based seismic design and evaluation. Traditionally, the equivalent period and damping of such a system are defined by the ductility ratio (
    publisherAmerican Society of Civil Engineers
    titleNoniterative Equivalent Linear Method for Evaluation of Existing Structures
    typeJournal Paper
    journal volume134
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:11(1685)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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