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    Seismic Response of Eccentrically Braced Tall Building

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    Author:
    Mehmet Çelebi
    DOI: 10.1061/(ASCE)0733-9445(1993)119:4(1188)
    Publisher: American Society of Civil Engineers
    Abstract: Spectral analyses and system identification techniques are used to analyze a set of acceleration response records obtained during the October 17, 1989, Loma Prieta earthquake
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      Seismic Response of Eccentrically Braced Tall Building

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    http://yetl.yabesh.ir/yetl1/handle/yetl/31678
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    contributor authorMehmet Çelebi
    date accessioned2017-05-08T20:55:04Z
    date available2017-05-08T20:55:04Z
    date copyrightApril 1993
    date issued1993
    identifier other%28asce%290733-9445%281993%29119%3A4%281188%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31678
    description abstractSpectral analyses and system identification techniques are used to analyze a set of acceleration response records obtained during the October 17, 1989, Loma Prieta earthquake
    publisherAmerican Society of Civil Engineers
    titleSeismic Response of Eccentrically Braced Tall Building
    typeJournal Paper
    journal volume119
    journal issue4
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1993)119:4(1188)
    treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 004
    contenttypeFulltext
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