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    Earthquake Response of Torsionally Coupled, Frame Buildings

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author:
    Reem Hejal
    ,
    Anil K. Chopra
    DOI: 10.1061/(ASCE)0733-9445(1989)115:4(834)
    Publisher: American Society of Civil Engineers
    Abstract: The earthquake response of torsionally coupled buildings is presented for a wide range of system parameters. Based on these results, it is demonstrated that the building response depends significantly on the static eccentricity ratio
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      Earthquake Response of Torsionally Coupled, Frame Buildings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/30558
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    contributor authorReem Hejal
    contributor authorAnil K. Chopra
    date accessioned2017-05-08T20:53:17Z
    date available2017-05-08T20:53:17Z
    date copyrightApril 1989
    date issued1989
    identifier other%28asce%290733-9445%281989%29115%3A4%28834%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30558
    description abstractThe earthquake response of torsionally coupled buildings is presented for a wide range of system parameters. Based on these results, it is demonstrated that the building response depends significantly on the static eccentricity ratio
    publisherAmerican Society of Civil Engineers
    titleEarthquake Response of Torsionally Coupled, Frame Buildings
    typeJournal Paper
    journal volume115
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1989)115:4(834)
    treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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