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    Fault Tolerance of Semiactive Seismic Isolation

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 007
    Author:
    Henri Gavin
    ,
    Cenk Alhan
    ,
    Natasha Oka
    DOI: 10.1061/(ASCE)0733-9445(2003)129:7(922)
    Publisher: American Society of Civil Engineers
    Abstract: A six-story seismically isolated structure fitted with semiactive hydraulic devices is analyzed in order to study the effect of time lag in the devices and mass eccentricity in the superstructure on the lateral-torsional behavior. The computer program
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      Fault Tolerance of Semiactive Seismic Isolation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34088
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    • Journal of Structural Engineering

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    contributor authorHenri Gavin
    contributor authorCenk Alhan
    contributor authorNatasha Oka
    date accessioned2017-05-08T20:58:44Z
    date available2017-05-08T20:58:44Z
    date copyrightJuly 2003
    date issued2003
    identifier other%28asce%290733-9445%282003%29129%3A7%28922%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34088
    description abstractA six-story seismically isolated structure fitted with semiactive hydraulic devices is analyzed in order to study the effect of time lag in the devices and mass eccentricity in the superstructure on the lateral-torsional behavior. The computer program
    publisherAmerican Society of Civil Engineers
    titleFault Tolerance of Semiactive Seismic Isolation
    typeJournal Paper
    journal volume129
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2003)129:7(922)
    treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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