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    “Smart” Base Isolation Systems

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 010
    Author:
    J. C. Ramallo
    ,
    E. A. Johnson
    ,
    B. F. Spencer, Jr.
    DOI: 10.1061/(ASCE)0733-9399(2002)128:10(1088)
    Publisher: American Society of Civil Engineers
    Abstract: A “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.
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      “Smart” Base Isolation Systems

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/85471
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    • Journal of Engineering Mechanics

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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian