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    Study of Inelastic Spectra with High Damping

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author:
    Jianping Wu
    ,
    Robert D. Hanson
    DOI: 10.1061/(ASCE)0733-9445(1989)115:6(1412)
    Publisher: American Society of Civil Engineers
    Abstract: A statistical study of yield spectra with high damping is presented. A set of 10 earthquake records is used as input ground motions for elastoplastic single degree of freedom systems with damping ratios from 10% to 50%. Ductility ratios considered range from 1 to 6. From the statistics of the response spectra, parameters for constructing design spectra are derived and procedures described. Average effect of increasing damping on spectral response is presented.
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      Study of Inelastic Spectra with High Damping

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30602
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    contributor authorJianping Wu
    contributor authorRobert D. Hanson
    date accessioned2017-05-08T20:53:22Z
    date available2017-05-08T20:53:22Z
    date copyrightJune 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A6%281412%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30602
    description abstractA statistical study of yield spectra with high damping is presented. A set of 10 earthquake records is used as input ground motions for elastoplastic single degree of freedom systems with damping ratios from 10% to 50%. Ductility ratios considered range from 1 to 6. From the statistics of the response spectra, parameters for constructing design spectra are derived and procedures described. Average effect of increasing damping on spectral response is presented.
    publisherAmerican Society of Civil Engineers
    titleStudy of Inelastic Spectra with High Damping
    typeJournal Paper
    journal volume115
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:6(1412)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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