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    Earthquake Simulator Testing and Seismic Evaluation of Suspended Ceilings

    Source: Journal of Architectural Engineering:;2010:;Volume ( 016 ):;issue: 002
    Author:
    Amir S. J. Gilani
    ,
    Andrei M. Reinhorn
    ,
    Bob Glasgow
    ,
    Oren Lavan
    ,
    H. Kit Miyamoto
    DOI: 10.1061/(ASCE)1076-0431(2010)16:2(63)
    Publisher: American Society of Civil Engineers
    Abstract: Past seismic events have demonstrated the vulnerability of suspended ceilings, classified as nonstructural components, to earthquake damage. Engineers, architects, and manufacturers all participate to help ensure that the units perform satisfactorily during earthquakes. To address the seismic susceptibility, the U.S. national codes and federal and regulatory guidelines recommend two distinct approaches. The first mandates capacity and installation requirements and the second addresses damage states, introducing performance based. Application of these methods entails either accurate structural analysis or seismic qualification by experimentation. Until recently, scant data were available to evaluate the adequacy of the required installations or the damage states. To address this issue, full-scale earthquake laboratory tests of suspended ceiling systems have been undertaken by researchers and manufacturers. Experimentation showed that ceilings meeting the code requirements performed well. The only mode of failure observed during the tests was the loss of panels. Laboratory data were also used to construct fragility curves for the specimen. Large vertical accelerations, typically not observed in the field, dislodged panels close to the center of the test frame. This type of response differs from that presented in past earthquake reconnaissance reports and thus necessitates further examination.
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      Earthquake Simulator Testing and Seismic Evaluation of Suspended Ceilings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/48837
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    contributor authorAmir S. J. Gilani
    contributor authorAndrei M. Reinhorn
    contributor authorBob Glasgow
    contributor authorOren Lavan
    contributor authorH. Kit Miyamoto
    date accessioned2017-05-08T21:22:20Z
    date available2017-05-08T21:22:20Z
    date copyrightJune 2010
    date issued2010
    identifier other%28asce%291076-0431%282010%2916%3A2%2863%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48837
    description abstractPast seismic events have demonstrated the vulnerability of suspended ceilings, classified as nonstructural components, to earthquake damage. Engineers, architects, and manufacturers all participate to help ensure that the units perform satisfactorily during earthquakes. To address the seismic susceptibility, the U.S. national codes and federal and regulatory guidelines recommend two distinct approaches. The first mandates capacity and installation requirements and the second addresses damage states, introducing performance based. Application of these methods entails either accurate structural analysis or seismic qualification by experimentation. Until recently, scant data were available to evaluate the adequacy of the required installations or the damage states. To address this issue, full-scale earthquake laboratory tests of suspended ceiling systems have been undertaken by researchers and manufacturers. Experimentation showed that ceilings meeting the code requirements performed well. The only mode of failure observed during the tests was the loss of panels. Laboratory data were also used to construct fragility curves for the specimen. Large vertical accelerations, typically not observed in the field, dislodged panels close to the center of the test frame. This type of response differs from that presented in past earthquake reconnaissance reports and thus necessitates further examination.
    publisherAmerican Society of Civil Engineers
    titleEarthquake Simulator Testing and Seismic Evaluation of Suspended Ceilings
    typeJournal Paper
    journal volume16
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)1076-0431(2010)16:2(63)
    treeJournal of Architectural Engineering:;2010:;Volume ( 016 ):;issue: 002
    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
    yabeshDSpacePersian