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    Control of Buildings Using Active Tuned Mass Dampers

    Source: Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 003
    Author:
    C. C. Chang
    ,
    Henry T. Y. Yang
    DOI: 10.1061/(ASCE)0733-9399(1995)121:3(355)
    Publisher: American Society of Civil Engineers
    Abstract: A closed-loop complete-feedback control algorithm is proposed for the control of a building modeled as a single-degree-of-freedom (SDOF) system using an active tuned mass damper (ATMD). The control force is calculated from the acceleration, velocity, and displacement feedbacks of the SDOF system and the active mass damper. The passive-control-device properties, including the stiffness and damping constants of the tuned mass damper and the three gain coefficients of the actuator, are derived by minimizing the displacement variance of the SDOF system. Simulations are performed to evaluate the performance of the active-tuned-mass-damper design on the examples of a SDOF system and a 10-story three-bay building frame. The results show that the control efficiency of the ATMD based on velocity feedback depends on the passive-control-device properties assumed. Also, the ATMD with optimal passive properties using complete feedback results in further reduction in the structural displacement. The results also show that for the same level of reduction in structural displacements, the control force required is smaller using complete feedback.
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      Control of Buildings Using Active Tuned Mass Dampers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84204
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    contributor authorC. C. Chang
    contributor authorHenry T. Y. Yang
    date accessioned2017-05-08T22:37:34Z
    date available2017-05-08T22:37:34Z
    date copyrightMarch 1995
    date issued1995
    identifier other%28asce%290733-9399%281995%29121%3A3%28355%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84204
    description abstractA closed-loop complete-feedback control algorithm is proposed for the control of a building modeled as a single-degree-of-freedom (SDOF) system using an active tuned mass damper (ATMD). The control force is calculated from the acceleration, velocity, and displacement feedbacks of the SDOF system and the active mass damper. The passive-control-device properties, including the stiffness and damping constants of the tuned mass damper and the three gain coefficients of the actuator, are derived by minimizing the displacement variance of the SDOF system. Simulations are performed to evaluate the performance of the active-tuned-mass-damper design on the examples of a SDOF system and a 10-story three-bay building frame. The results show that the control efficiency of the ATMD based on velocity feedback depends on the passive-control-device properties assumed. Also, the ATMD with optimal passive properties using complete feedback results in further reduction in the structural displacement. The results also show that for the same level of reduction in structural displacements, the control force required is smaller using complete feedback.
    publisherAmerican Society of Civil Engineers
    titleControl of Buildings Using Active Tuned Mass Dampers
    typeJournal Paper
    journal volume121
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1995)121:3(355)
    treeJournal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 003
    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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