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    TMDs for Vibration Control of Systems with Uncertain Properties

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author:
    Hector Jensen
    ,
    Mehdi Setareh
    ,
    Ralf Peek
    DOI: 10.1061/(ASCE)0733-9445(1992)118:12(3285)
    Publisher: American Society of Civil Engineers
    Abstract: The use of tuned mass dampers (TMDs) to reduce the vibrations of single‐degree‐of‐freedom systems with uncertain properties subjected to white‐noise random excitation is considered. The uncertainties of the system are modeled as random variables and are assumed to be time‐independent. The statistics of the system response are found by using a second‐order Taylor expansion or numerical integration methods. Using these methods and an optimization software the optimum design parameters of the TMD are computed. Validation calculations show that Taylor expansion can predict the system response for low and moderate levels of uncertainty in the system properties. It is found that parameter uncertainties may have a significant effect on the TMD efficiency. Finally, it is recommended that the “probabilistic tuning” approach described in this paper be used whenever there is a significant uncertainty in the system properties.
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      TMDs for Vibration Control of Systems with Uncertain Properties

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    contributor authorHector Jensen
    contributor authorMehdi Setareh
    contributor authorRalf Peek
    date accessioned2017-05-08T20:54:29Z
    date available2017-05-08T20:54:29Z
    date copyrightDecember 1992
    date issued1992
    identifier other%28asce%290733-9445%281992%29118%3A12%283285%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31309
    description abstractThe use of tuned mass dampers (TMDs) to reduce the vibrations of single‐degree‐of‐freedom systems with uncertain properties subjected to white‐noise random excitation is considered. The uncertainties of the system are modeled as random variables and are assumed to be time‐independent. The statistics of the system response are found by using a second‐order Taylor expansion or numerical integration methods. Using these methods and an optimization software the optimum design parameters of the TMD are computed. Validation calculations show that Taylor expansion can predict the system response for low and moderate levels of uncertainty in the system properties. It is found that parameter uncertainties may have a significant effect on the TMD efficiency. Finally, it is recommended that the “probabilistic tuning” approach described in this paper be used whenever there is a significant uncertainty in the system properties.
    publisherAmerican Society of Civil Engineers
    titleTMDs for Vibration Control of Systems with Uncertain Properties
    typeJournal Paper
    journal volume118
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1992)118:12(3285)
    treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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