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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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