Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/5192
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dc.contributorDepartment of Mechanical Engineering-
dc.creatorTso, MHH-
dc.creatorYuan, J-
dc.creatorWong, WO-
dc.date.accessioned2014-12-11T08:23:31Z-
dc.date.available2014-12-11T08:23:31Z-
dc.identifier.issn0022-460X-
dc.identifier.urihttp://hdl.handle.net/10397/5192-
dc.language.isoenen_US
dc.publisherAcademic Pressen_US
dc.rights©2011 Elsevier Ltd. All rights reserved.en_US
dc.rightsNOTICE: this is the author’s version of a work that was accepted for publication in Journal of Sound and Vibration. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Journal of Sound and Vibration, vol. 331, no. 5 (27 Feb 2012), p. 974-986 , DOI: 10.1016/j.jsv.2011.10.017en_US
dc.subjectGlobal vibration controlen_US
dc.subjectVibration absorberen_US
dc.subjectHybrid controlen_US
dc.subjectActive dampingen_US
dc.titleSuppression of random vibration in flexible structures using a hybrid vibration absorberen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this manuscript: M. H. Tsoen_US
dc.description.otherinformationAuthor name used in this manuscript: J. Yuanen_US
dc.identifier.spage974-
dc.identifier.epage986-
dc.identifier.volume331-
dc.identifier.issue5-
dc.identifier.doi10.1016/j.jsv.2011.10.017-
dcterms.abstractA design method is proposed to suppress stationary random vibration in flexible structures using a hybrid vibration absorber (HVA). While the traditional vibration absorber can damp down the vibration mainly at the pre-tuned mode of the primary structure, active damping is generated by the proposed HVA to damp down all resonant modes of interest of the vibrating structure and the spatial average mean square motion of the vibrating structure can be minimized. Only one absorber and one feedback signal are required to achieve global vibration suppression of a flexible structure under stationary random excitation. A special pole-placement controller is designed such that all vibration modes of the flexible structures become critically damped. It is proved analytically that the proposed HVA damps the vibration of the entire structure instead of just the attachment point of the absorber. The proposed optimized HVA is tested on a beam structure and it shows a superior performance on global suppression of broadband vibration in comparison to other published designs of passive and hybrid vibration absorbers.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of sound and vibration, 27 Feb. 2012, v. 331, no. 5, p. 974-986-
dcterms.isPartOfJournal of sound and vibration-
dcterms.issued2012-02-27-
dc.identifier.isiWOS:000299459100002-
dc.identifier.scopus2-s2.0-82955197451-
dc.identifier.eissn1095-8568-
dc.identifier.rosgroupidr61127-
dc.description.ros2011-2012 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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