Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/6227
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dc.contributorDepartment of Mechanical Engineering-
dc.creatorTso, MHH-
dc.creatorYuan, J-
dc.creatorWong, WO-
dc.date.accessioned2014-12-11T08:24:36Z-
dc.date.available2014-12-11T08:24:36Z-
dc.identifier.issn0141-0296-
dc.identifier.urihttp://hdl.handle.net/10397/6227-
dc.language.isoenen_US
dc.publisherPergamon Pressen_US
dc.rights© 2013 Elsevier Ltd. All rights reserved.en_US
dc.rightsNOTICE: this is the author’s version of a work that was accepted for publication in Engineering Structure. 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 Engineering Structure, vol. 56, p. 1058-1069 (Nov 2013), DOI: 10.1016/j.engstruct.2013.06.017en_US
dc.subjectSystem identificationen_US
dc.subjectGlobal vibration controlen_US
dc.subjectVibration absorberen_US
dc.subjectHybrid controlen_US
dc.titleDesign and experimental study of a hybrid vibration absorber for global vibration controlen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this publication: M. H. Tsoen_US
dc.description.otherinformationAuthor name used in this publication: J. Yuanen_US
dc.identifier.spage1058-
dc.identifier.epage1069-
dc.identifier.volume56-
dc.identifier.doi10.1016/j.engstruct.2013.06.017-
dcterms.abstractA simple and practical hybrid vibration absorber (HVA) is proposed for global vibration control of flexible structures under random stationary excitations. The HVA, regulated by a pole placement controller, uses a linear translational feedback signal to synthesize active moment via a moment actuator. It is shown, analytically and experimentally, capable of damping vibration in the entire primary structure. While the passive tuned mass damper (TMD) can suppress tonal vibration in the primary structure at the vicinity of the coupling point, it enhances vibration at other locations and other frequencies. The presented HVA, in contrast, can provide more than 48% extra broadband attenuation on vibrations at multiple points when compared with the passive TMD in experimental verification on a beam structure. Up to 85% extra broadband attenuation can be observed at the coupling point. The proposed HVA is a simple and economic alternative for engineers to retrofit the conventional TMD to a higher performance HVA for damping vibrations at multiple locations of the primary structure.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, Nov. 2013, v. 56, p. 1058–1069-
dcterms.isPartOfEngineering structures-
dcterms.issued2013-11-
dc.identifier.isiWOS:000329959600089-
dc.identifier.scopus2-s2.0-84896974867-
dc.identifier.eissn1873-7323-
dc.identifier.rosgroupidr66897-
dc.description.ros2012-2013 > 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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