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    Simplified Method to Include Cumulative Damage in the Seismic Response of Single-Degree-of-Freedom Systems

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 010
    Author:
    Edoardo Cosenza
    ,
    Gaetano Manfredi
    ,
    Maria Polese
    DOI: 10.1061/(ASCE)0733-9399(2009)135:10(1081)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a consistent method including damage criteria in the seismic response of single-degree-of-freedom systems is proposed. The method allows the determination of suitably modified strength or displacement inelastic spectra through the introduction of an equivalent damage factor
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      Simplified Method to Include Cumulative Damage in the Seismic Response of Single-Degree-of-Freedom Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/86614
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    contributor authorEdoardo Cosenza
    contributor authorGaetano Manfredi
    contributor authorMaria Polese
    date accessioned2017-05-08T22:41:27Z
    date available2017-05-08T22:41:27Z
    date copyrightOctober 2009
    date issued2009
    identifier other%28asce%290733-9399%282009%29135%3A10%281081%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86614
    description abstractIn this paper a consistent method including damage criteria in the seismic response of single-degree-of-freedom systems is proposed. The method allows the determination of suitably modified strength or displacement inelastic spectra through the introduction of an equivalent damage factor
    publisherAmerican Society of Civil Engineers
    titleSimplified Method to Include Cumulative Damage in the Seismic Response of Single-Degree-of-Freedom Systems
    typeJournal Paper
    journal volume135
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2009)135:10(1081)
    treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 010
    contenttypeFulltext
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