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    Drift Estimates in Frame Buildings Subjected to Near-Fault Ground Motions

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author:
    Sinan Akkar
    ,
    Ufuk Yazgan
    ,
    Polat Gülkan
    DOI: 10.1061/(ASCE)0733-9445(2005)131:7(1014)
    Publisher: American Society of Civil Engineers
    Abstract: A simple procedure to estimate the local displacement demands in regular frame-type structures that respond in elastic limits is described. Given the spectral displacement and beam-to-column stiffness ratio, the procedure estimates the maximum ground story and maximum interstory drifts along the height of the structure. A total of 145 near-fault ground motions recorded on dense-to-firm soil sites are used for the evaluation of the procedure. The approximate drift demands computed from this procedure and the exact results from 27,550 response history analyses are used for calculating the error statistics. The calculations show that the procedure can be used with confidence for frames with fundamental periods between
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      Drift Estimates in Frame Buildings Subjected to Near-Fault Ground Motions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34571
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    contributor authorSinan Akkar
    contributor authorUfuk Yazgan
    contributor authorPolat Gülkan
    date accessioned2017-05-08T20:59:27Z
    date available2017-05-08T20:59:27Z
    date copyrightJuly 2005
    date issued2005
    identifier other%28asce%290733-9445%282005%29131%3A7%281014%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34571
    description abstractA simple procedure to estimate the local displacement demands in regular frame-type structures that respond in elastic limits is described. Given the spectral displacement and beam-to-column stiffness ratio, the procedure estimates the maximum ground story and maximum interstory drifts along the height of the structure. A total of 145 near-fault ground motions recorded on dense-to-firm soil sites are used for the evaluation of the procedure. The approximate drift demands computed from this procedure and the exact results from 27,550 response history analyses are used for calculating the error statistics. The calculations show that the procedure can be used with confidence for frames with fundamental periods between
    publisherAmerican Society of Civil Engineers
    titleDrift Estimates in Frame Buildings Subjected to Near-Fault Ground Motions
    typeJournal Paper
    journal volume131
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2005)131:7(1014)
    treeJournal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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