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    The Two-Degree-of-Freedom Tuned-Mass Damper for Suppression of Single-Mode Vibration Under Random and Harmonic Excitation

    Source: Journal of Vibration and Acoustics:;2006:;volume( 128 ):;issue: 001::page 56
    Author:
    Lei Zuo
    ,
    Samir A. Nayfeh
    DOI: 10.1115/1.2128639
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Whenever a tuned-mass damper is attached to a primary system, motion of the absorber body in more than one degree of freedom (DOF) relative to the primary system can be used to attenuate vibration of the primary system. In this paper, we propose that more than one mode of vibration of an absorber body relative to a primary system be tuned to suppress single-mode vibration of a primary system. We cast the problem of optimization of the multi-degree-of-freedom connection between the absorber body and primary structure as a decentralized control problem and develop optimization algorithms based on the H2 and H-infinity norms to minimize the response to random and harmonic excitations, respectively. We find that a two-DOF absorber can attain better performance than the optimal SDOF absorber, even for the case where the rotary inertia of the absorber tends to zero. With properly chosen connection locations, the two-DOF absorber achieves better vibration suppression than two separate absorbers of optimized mass distribution. A two-DOF absorber with a negative damper in one of its two connections to the primary system yields significantly better performance than absorbers with only positive dampers.
    keyword(s): Dampers , Damping , Design , Optimization , Vibration , Stiffness , Algorithms , Frequency response , Rotational inertia , Gradients AND Vibration suppression ,
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      The Two-Degree-of-Freedom Tuned-Mass Damper for Suppression of Single-Mode Vibration Under Random and Harmonic Excitation

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    contributor authorLei Zuo
    contributor authorSamir A. Nayfeh
    date accessioned2017-05-09T00:22:16Z
    date available2017-05-09T00:22:16Z
    date copyrightFebruary, 2006
    date issued2006
    identifier issn1048-9002
    identifier otherJVACEK-28878#56_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134984
    description abstractWhenever a tuned-mass damper is attached to a primary system, motion of the absorber body in more than one degree of freedom (DOF) relative to the primary system can be used to attenuate vibration of the primary system. In this paper, we propose that more than one mode of vibration of an absorber body relative to a primary system be tuned to suppress single-mode vibration of a primary system. We cast the problem of optimization of the multi-degree-of-freedom connection between the absorber body and primary structure as a decentralized control problem and develop optimization algorithms based on the H2 and H-infinity norms to minimize the response to random and harmonic excitations, respectively. We find that a two-DOF absorber can attain better performance than the optimal SDOF absorber, even for the case where the rotary inertia of the absorber tends to zero. With properly chosen connection locations, the two-DOF absorber achieves better vibration suppression than two separate absorbers of optimized mass distribution. A two-DOF absorber with a negative damper in one of its two connections to the primary system yields significantly better performance than absorbers with only positive dampers.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Two-Degree-of-Freedom Tuned-Mass Damper for Suppression of Single-Mode Vibration Under Random and Harmonic Excitation
    typeJournal Paper
    journal volume128
    journal issue1
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2128639
    journal fristpage56
    journal lastpage65
    identifier eissn1528-8927
    keywordsDampers
    keywordsDamping
    keywordsDesign
    keywordsOptimization
    keywordsVibration
    keywordsStiffness
    keywordsAlgorithms
    keywordsFrequency response
    keywordsRotational inertia
    keywordsGradients AND Vibration suppression
    treeJournal of Vibration and Acoustics:;2006:;volume( 128 ):;issue: 001
    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