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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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