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contributor authorJ. C. Ramallo
contributor authorE. A. Johnson
contributor authorB. F. Spencer, Jr.
date accessioned2017-05-08T22:39:39Z
date available2017-05-08T22:39:39Z
date copyrightOctober 2002
date issued2002
identifier other%28asce%290733-9399%282002%29128%3A10%281088%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85471
description abstractA “smart” base isolation strategy is proposed and shown to effectively protect structures against extreme earthquakes without sacrificing performance during the more frequent, moderate seismic events. The proposed smart base isolation system is composed of conventional low-damping elastomeric bearings and “smart” controllable (semiactive) dampers, such as magnetorheological fluid dampers. To demonstrate the advantages of this approach, the smart isolation system is compared to lead-rubber bearing isolation systems. The effectiveness of the isolation approaches are judged based on computed responses to several historical earthquakes scaled to various magnitudes. The limited performance of passive systems is revealed and the potential advantages of smart dampers are demonstrated. Two- and six-degree-of-freedom models of a base-isolated building are used as a test bed in this study. Smart isolation is shown to achieve notable decreases in base drifts over comparable passive systems with no accompanying increase in base shears or in accelerations imparted to the superstructure. In contrast to passive lead-rubber bearing systems, the adaptable nature of the smart damper isolation system provides good protection to both the structure and its contents over a wide range of ground motions and magnitudes.
publisherAmerican Society of Civil Engineers
title“Smart” Base Isolation Systems
typeJournal Paper
journal volume128
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2002)128:10(1088)
treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 010
contenttypeFulltext


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