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    Dynamic Testing of Full-Scale Concrete and Clay Tile Roof Models

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author:
    Yan Xiao
    ,
    Henry W. Yun
    DOI: 10.1061/(ASCE)0733-9445(1998)124:5(482)
    Publisher: American Society of Civil Engineers
    Abstract: In order to investigate the seismic performance and to provide experimental evidence for developing guidelines for seismic design of concrete and clay tile roofs for typical low-rise residential or commercial buildings, 24 full-scale tile roof models have been tested under simulated earthquake loading using shaking tables. The roof models were constructed following the installation requirements of the 1994 Uniform Building Code. Experimental parameters include tile type, roof slope, input direction of horizontal vibration, and peak input acceleration at the roof level. Test results indicate that tile roofs can sustain horizontal accelerations much higher than 0.8
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      Dynamic Testing of Full-Scale Concrete and Clay Tile Roof Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/32968
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    • Journal of Structural Engineering

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    contributor authorYan Xiao
    contributor authorHenry W. Yun
    date accessioned2017-05-08T20:57:05Z
    date available2017-05-08T20:57:05Z
    date copyrightMay 1998
    date issued1998
    identifier other%28asce%290733-9445%281998%29124%3A5%28482%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32968
    description abstractIn order to investigate the seismic performance and to provide experimental evidence for developing guidelines for seismic design of concrete and clay tile roofs for typical low-rise residential or commercial buildings, 24 full-scale tile roof models have been tested under simulated earthquake loading using shaking tables. The roof models were constructed following the installation requirements of the 1994 Uniform Building Code. Experimental parameters include tile type, roof slope, input direction of horizontal vibration, and peak input acceleration at the roof level. Test results indicate that tile roofs can sustain horizontal accelerations much higher than 0.8
    publisherAmerican Society of Civil Engineers
    titleDynamic Testing of Full-Scale Concrete and Clay Tile Roof Models
    typeJournal Paper
    journal volume124
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1998)124:5(482)
    treeJournal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 005
    contenttypeFulltext
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