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    Response Spectra for Bilinear Hysteretic Systems

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author:
    James M. Nau
    DOI: 10.1061/(ASCE)0733-9445(1986)112:7(1727)
    Publisher: American Society of Civil Engineers
    Abstract: A method for computing response spectra for bilinear hysteretic systems subjected to earthquake accelerograms is summarized. The technique provides the exact solution to the equation of motion for ground acceleration which varies linearly between successive digitized points. The complete solutions for the elastic and plastic components of the response are developed, and include underdamped, critically damped, and overdamped cases. A comparison of this analytical technique with five widely known alternative procedures is presented.
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      Response Spectra for Bilinear Hysteretic Systems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29834
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    contributor authorJames M. Nau
    date accessioned2017-05-08T20:52:06Z
    date available2017-05-08T20:52:06Z
    date copyrightJuly 1986
    date issued1986
    identifier other%28asce%290733-9445%281986%29112%3A7%281727%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29834
    description abstractA method for computing response spectra for bilinear hysteretic systems subjected to earthquake accelerograms is summarized. The technique provides the exact solution to the equation of motion for ground acceleration which varies linearly between successive digitized points. The complete solutions for the elastic and plastic components of the response are developed, and include underdamped, critically damped, and overdamped cases. A comparison of this analytical technique with five widely known alternative procedures is presented.
    publisherAmerican Society of Civil Engineers
    titleResponse Spectra for Bilinear Hysteretic Systems
    typeJournal Paper
    journal volume112
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1986)112:7(1727)
    treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007
    contenttypeFulltext
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