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    Experimental Study on Fire Resistance of Building Seismic Rubber Bearings

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author:
    Bo Wu
    ,
    Liwei Han
    ,
    Fulin Zhou
    ,
    Chaoyong Shen
    ,
    Ping Tan
    DOI: 10.1061/(ASCE)ST.1943-541X.0000388
    Publisher: American Society of Civil Engineers
    Abstract: Eight building seismic rubber bearings (four uninsulated lead rubber bearings, one insulated lead rubber bearing, two uninsulated natural rubber bearings, and one insulated natural rubber bearing) were experimentally investigated in fire tests following the ISO834 standard heating process. The effects of vertical load and the duration of fire on the failure mode and residual mechanical properties of the rubber bearings were analyzed. The experimental results show that (1) the fire resistance of rubber bearings without insulation fails to exceed 1.5 h; (2) the duration of fire exposure has significant influence on the mechanical-properties degradation of rubber bearings; (3) the effect of vertical load, to which rubber bearings were subjected during the fire, on the residual mechanical properties and fire resistance is inevident; and (4) the proposed insulation is successful in preventing rubber bearings from significant degradation in mechanical properties in fires.
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      Experimental Study on Fire Resistance of Building Seismic Rubber Bearings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68293
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    contributor authorBo Wu
    contributor authorLiwei Han
    contributor authorFulin Zhou
    contributor authorChaoyong Shen
    contributor authorPing Tan
    date accessioned2017-05-08T21:59:28Z
    date available2017-05-08T21:59:28Z
    date copyrightDecember 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000429.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68293
    description abstractEight building seismic rubber bearings (four uninsulated lead rubber bearings, one insulated lead rubber bearing, two uninsulated natural rubber bearings, and one insulated natural rubber bearing) were experimentally investigated in fire tests following the ISO834 standard heating process. The effects of vertical load and the duration of fire on the failure mode and residual mechanical properties of the rubber bearings were analyzed. The experimental results show that (1) the fire resistance of rubber bearings without insulation fails to exceed 1.5 h; (2) the duration of fire exposure has significant influence on the mechanical-properties degradation of rubber bearings; (3) the effect of vertical load, to which rubber bearings were subjected during the fire, on the residual mechanical properties and fire resistance is inevident; and (4) the proposed insulation is successful in preventing rubber bearings from significant degradation in mechanical properties in fires.
    publisherAmerican Society of Civil Engineers
    titleExperimental Study on Fire Resistance of Building Seismic Rubber Bearings
    typeJournal Paper
    journal volume137
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000388
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 012
    contenttypeFulltext
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