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contributor authorB. C. Lin
contributor authorI. G. Tadjbakhsh
contributor authorA. S. Papageorgiou
contributor authorG. Ahmadi
date accessioned2017-05-08T22:31:02Z
date available2017-05-08T22:31:02Z
date copyrightFebruary 1990
date issued1990
identifier other%28asce%290733-9399%281990%29116%3A2%28446%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81886
description abstractA comparison of the performances of three different base‐isolation systems, the laminated rubber bearing system, the New Zealand system, and the resilient‐friction base isolator system, is made under the same set of criteria. Conclusions pertaining to the ranges of the applicability of the systems for three earthquake sizes, M 6.0, 6.7, and 7.3, are obtained for a site located in the vicinity of the earthquake source (nominal source‐to‐site
publisherAmerican Society of Civil Engineers
titlePerformance of Earthquake Isolation Systems
typeJournal Paper
journal volume116
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1990)116:2(446)
treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 002
contenttypeFulltext


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