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    Response Covariance to Multiple Excitations

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 004
    Author:
    Masaru Hoshiya
    ,
    Shigehiko Shibusawa
    DOI: 10.1061/(ASCE)0733-9399(1986)112:4(412)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an effective method of obtaining covariances in recursive form for a multiple‐degree of freedom linear structural system subjected to multiple support nonstationary seismic excitations. The study is an extension of a case of a shaking table type excitation to multiple shaking table type excitations. The accuracy and efficiency were numerically justified.
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      Response Covariance to Multiple Excitations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/75020
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    contributor authorMasaru Hoshiya
    contributor authorShigehiko Shibusawa
    date accessioned2017-05-08T22:14:47Z
    date available2017-05-08T22:14:47Z
    date copyrightApril 1986
    date issued1986
    identifier other%28asce%290733-9399%281986%29112%3A4%28412%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/75020
    description abstractThis paper describes an effective method of obtaining covariances in recursive form for a multiple‐degree of freedom linear structural system subjected to multiple support nonstationary seismic excitations. The study is an extension of a case of a shaking table type excitation to multiple shaking table type excitations. The accuracy and efficiency were numerically justified.
    publisherAmerican Society of Civil Engineers
    titleResponse Covariance to Multiple Excitations
    typeJournal Paper
    journal volume112
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1986)112:4(412)
    treeJournal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 004
    contenttypeFulltext
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