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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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