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    Experimental Study of Isolated Building under Triaxial Ground Excitations

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008
    Author:
    Jenn-Shin Hwang
    ,
    Ting-Yu Hsu
    DOI: 10.1061/(ASCE)0733-9445(2000)126:8(879)
    Publisher: American Society of Civil Engineers
    Abstract: Unilateral, bilateral, and triaxial shaking table tests are conducted to study the seismic response of a three-story base-isolated steel structure. The lateral force distribution formulas specified in the
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      Experimental Study of Isolated Building under Triaxial Ground Excitations

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33443
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    contributor authorJenn-Shin Hwang
    contributor authorTing-Yu Hsu
    date accessioned2017-05-08T20:57:44Z
    date available2017-05-08T20:57:44Z
    date copyrightAugust 2000
    date issued2000
    identifier other%28asce%290733-9445%282000%29126%3A8%28879%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33443
    description abstractUnilateral, bilateral, and triaxial shaking table tests are conducted to study the seismic response of a three-story base-isolated steel structure. The lateral force distribution formulas specified in the
    publisherAmerican Society of Civil Engineers
    titleExperimental Study of Isolated Building under Triaxial Ground Excitations
    typeJournal Paper
    journal volume126
    journal issue8
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2000)126:8(879)
    treeJournal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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