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    Pendulum Tuned Mass Dampers for Floor Vibration Control

    Source: Journal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;issue: 001
    Author:
    Mehdi Setareh
    ,
    John K. Ritchey
    ,
    Anthony J. Baxter
    ,
    Thomas M. Murray
    DOI: 10.1061/(ASCE)0887-3828(2006)20:1(64)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of the analytical and experimental studies of a pendulum tuned mass damper (PTMD) to control excessive floor vibrations due to human movements. The PTMD used in this study acts as a passive tuned mass damper. An equivalent single-degree-of-freedom model for the PTMD is developed and used to derive the equations of motion of the coupled PTMD-floor system. The optimal design parameters of the PTMD are found using an optimization algorithm. Effects of off-tuning of the PTMD due to the variations in the floor mass on its response are investigated. Results of the tuning of the PTMD on a laboratory test floor are presented along with the off-tuning effects. These results indicate that a properly tuned PTMD can significantly reduce the excessive floor vibrations. In addition, when subjected to off-tuning due to variations in the floor live load the PTMD may or may not be able to perform effectively depending on the level of human-structure dynamic interactions. Finally, examples of the PTMD already in use to control excessive floor vibrations are presented.
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      Pendulum Tuned Mass Dampers for Floor Vibration Control

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/44424
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    • Journal of Performance of Constructed Facilities

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    contributor authorMehdi Setareh
    contributor authorJohn K. Ritchey
    contributor authorAnthony J. Baxter
    contributor authorThomas M. Murray
    date accessioned2017-05-08T21:15:11Z
    date available2017-05-08T21:15:11Z
    date copyrightFebruary 2006
    date issued2006
    identifier other%28asce%290887-3828%282006%2920%3A1%2864%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44424
    description abstractThis paper presents the results of the analytical and experimental studies of a pendulum tuned mass damper (PTMD) to control excessive floor vibrations due to human movements. The PTMD used in this study acts as a passive tuned mass damper. An equivalent single-degree-of-freedom model for the PTMD is developed and used to derive the equations of motion of the coupled PTMD-floor system. The optimal design parameters of the PTMD are found using an optimization algorithm. Effects of off-tuning of the PTMD due to the variations in the floor mass on its response are investigated. Results of the tuning of the PTMD on a laboratory test floor are presented along with the off-tuning effects. These results indicate that a properly tuned PTMD can significantly reduce the excessive floor vibrations. In addition, when subjected to off-tuning due to variations in the floor live load the PTMD may or may not be able to perform effectively depending on the level of human-structure dynamic interactions. Finally, examples of the PTMD already in use to control excessive floor vibrations are presented.
    publisherAmerican Society of Civil Engineers
    titlePendulum Tuned Mass Dampers for Floor Vibration Control
    typeJournal Paper
    journal volume20
    journal issue1
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2006)20:1(64)
    treeJournal of Performance of Constructed Facilities:;2006:;Volume ( 020 ):;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