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    Active Control and Seismic Isolation

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
    Author:
    Jun‐Ping Pu
    ,
    James M. Kelly
    DOI: 10.1061/(ASCE)0733-9399(1991)117:10(2221)
    Publisher: American Society of Civil Engineers
    Abstract: An active control system is designed to induce artificial damping to the isolation structure of a building without increasing its stiffness. The control forces needed are exerted only on the base of the structure, and the system is quite practical. This control system can operate efficiently if the time delay that exists in the actual system does not exceed its critical value. If the delay is long, the steady‐state response will be resonant periodically at its critical delay times, and the transient response will become unstable. The critical delay time depends on both the fundamental frequencies of the structure and the artificial damping introduced by the control system. The higher modes of the system will suffer more of a stability problem than the lower modes, unless the nondimensional damping introduced to them is less than a specific value. A strategy of time‐delay compensation is established in this paper. The instability of the system can be efficiently prevented by a proper choice of artificial damping and artificial stiffness.
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      Active Control and Seismic Isolation

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    contributor authorJun‐Ping Pu
    contributor authorJames M. Kelly
    date accessioned2017-05-08T22:35:51Z
    date available2017-05-08T22:35:51Z
    date copyrightOctober 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A10%282221%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83297
    description abstractAn active control system is designed to induce artificial damping to the isolation structure of a building without increasing its stiffness. The control forces needed are exerted only on the base of the structure, and the system is quite practical. This control system can operate efficiently if the time delay that exists in the actual system does not exceed its critical value. If the delay is long, the steady‐state response will be resonant periodically at its critical delay times, and the transient response will become unstable. The critical delay time depends on both the fundamental frequencies of the structure and the artificial damping introduced by the control system. The higher modes of the system will suffer more of a stability problem than the lower modes, unless the nondimensional damping introduced to them is less than a specific value. A strategy of time‐delay compensation is established in this paper. The instability of the system can be efficiently prevented by a proper choice of artificial damping and artificial stiffness.
    publisherAmerican Society of Civil Engineers
    titleActive Control and Seismic Isolation
    typeJournal Paper
    journal volume117
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:10(2221)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;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
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