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    Performance of Particle Dampers Under Random Excitation

    Source: Journal of Vibration and Acoustics:;1996:;volume( 118 ):;issue: 004::page 614
    Author:
    A. Papalou
    ,
    S. F. Masri
    DOI: 10.1115/1.2888343
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An experimental and analytical study is made of the performance of particle dampers under wide-band random excitation. A small model, provided with a nonlinear auxiliary mass damper, was used to investigate the major system parameters that influence the performance of particle dampers: total auxiliary mass ratio, particle size, container dimension, and the intensity and direction of the excitation. It is shown that properly designed particle dampers, even with a relatively small mass ratio, can considerably reduce the response of lightly damped structures. An approximate analytical solution, which is based on the concept of an equivalent single unit-impact damper, is presented. It is shown that the approximate solution can provide an adequate estimate of the root-mean-square response of the randomly excited primary system when provided with a particle damper that is operating in the vicinity of its optimum range of parameters.
    keyword(s): Particulate matter , Dampers , Random excitation , Containers , Particle size AND Dimensions ,
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      Performance of Particle Dampers Under Random Excitation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/117921
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    contributor authorA. Papalou
    contributor authorS. F. Masri
    date accessioned2017-05-08T23:52:06Z
    date available2017-05-08T23:52:06Z
    date copyrightOctober, 1996
    date issued1996
    identifier issn1048-9002
    identifier otherJVACEK-28834#614_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117921
    description abstractAn experimental and analytical study is made of the performance of particle dampers under wide-band random excitation. A small model, provided with a nonlinear auxiliary mass damper, was used to investigate the major system parameters that influence the performance of particle dampers: total auxiliary mass ratio, particle size, container dimension, and the intensity and direction of the excitation. It is shown that properly designed particle dampers, even with a relatively small mass ratio, can considerably reduce the response of lightly damped structures. An approximate analytical solution, which is based on the concept of an equivalent single unit-impact damper, is presented. It is shown that the approximate solution can provide an adequate estimate of the root-mean-square response of the randomly excited primary system when provided with a particle damper that is operating in the vicinity of its optimum range of parameters.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePerformance of Particle Dampers Under Random Excitation
    typeJournal Paper
    journal volume118
    journal issue4
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.2888343
    journal fristpage614
    journal lastpage621
    identifier eissn1528-8927
    keywordsParticulate matter
    keywordsDampers
    keywordsRandom excitation
    keywordsContainers
    keywordsParticle size AND Dimensions
    treeJournal of Vibration and Acoustics:;1996:;volume( 118 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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