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contributor authorPanayiotis C. Roussis
date accessioned2017-05-08T21:58:53Z
date available2017-05-08T21:58:53Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29st%2E1943-541x%2E0000109.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67958
description abstractUnder certain conditions isolation bearings can sustain undesirable tensile forces or uplift, the occurrence of which potentially entail detrimental effects on the isolation-system and the superstructure. This study reports on the effect of uplift-restraint, provided by the
publisherAmerican Society of Civil Engineers
titleStudy on the Effect of Uplift-Restraint on the Seismic Response of Base-Isolated Structures
typeJournal Paper
journal volume135
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0000070
treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 012
contenttypeFulltext


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