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contributor authorPranesh Murnal
contributor authorRavi Sinha
date accessioned2017-05-08T20:59:07Z
date available2017-05-08T20:59:07Z
date copyrightJuly 2004
date issued2004
identifier other%28asce%290733-9445%282004%29130%3A7%281041%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34333
description abstractThe essential characteristics of an effective base isolation system are isolation, energy dissipation, and restoring mechanism. Some friction type base isolation systems proposed earlier have been found to be very effective in reducing the structural response and incorporate simple restoring mechanisms through gravity. However these isolators are effective only under certain excitation and structural characteristics. To overcome these limitations the authors have recently developed a new isolation system called the variable frequency pendulum isolator (VFPI) that has been found to be very effective under a variety of structure and excitation characteristics. In this paper, the mathematical formulation for the three dimensional behavior of an asymmetric structure isolated by a sliding type isolator, with particular reference to VFPI has been presented. The behavior of torsionally coupled structure isolated by VFPI has been examined. The factors affecting the torsional coupling of isolated structure have been identified. The behavior of structure isolated by VFPI has been compared with the structure isolated by other type of friction isolators such as friction pendulum system and pure-friction system.
publisherAmerican Society of Civil Engineers
titleBehavior of Torsionally Coupled Structures with Variable Frequency Pendulum Isolator
typeJournal Paper
journal volume130
journal issue7
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2004)130:7(1041)
treeJournal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 007
contenttypeFulltext


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