Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/111504
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dc.contributorDepartment of Mechanical Engineering-
dc.creatorCheung, YL-
dc.creatorWong, WO-
dc.creatorCheng, L-
dc.date.accessioned2025-03-03T06:01:29Z-
dc.date.available2025-03-03T06:01:29Z-
dc.identifier.issn0001-4966-
dc.identifier.urihttp://hdl.handle.net/10397/111504-
dc.language.isoenen_US
dc.publisherAIP Publishing LLCen_US
dc.rights© 2012 Acoustical Society of America. This article may be downloaded for personal use only. Any other use requires prior permission of the author and the Acoustical Society of America.en_US
dc.rightsThe following article appeared in Y. L. Cheung, W. O. Wong, L. Cheng; Minimization of the mean square velocity response of dynamic structures using an active-passive dynamic vibration absorber. J. Acoust. Soc. Am. 1 July 2012; 132 (1): 197–207 and may be found at https://doi.org/10.1121/1.4714362.en_US
dc.titleMinimization of the mean square velocity response of dynamic structures using an active-passive dynamic vibration absorberen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage197-
dc.identifier.epage207-
dc.identifier.volume132-
dc.identifier.issue1-
dc.identifier.doi10.1121/1.4714362-
dcterms.abstractAn optimal design of a hybrid vibration absorber (HVA) with a displacement and a velocity feedback for minimizing the velocity response of the structure based on the H2 optimization criterion is proposed. The objective of the optimal design is to reduce the total vibration energy of the vibrating structure under wideband excitation, i.e., the total area under the velocity response spectrum is minimized in this criterion. One of the inherent limitations of the traditional passive vibration absorber is that its vibration suppression is low if the mass ratio between the absorber mass and the mass of the primary structure is low. The active element of the proposed HVA helps further reduce the vibration of the controlled structure, and it can provide very good vibration absorption performance even at a low mass ratio. Both the passive and active elements are optimized together for the minimization of the mean square velocity of the primary system as well as the active force required in the HVA. The proposed HVA was tested on single degree-of-freedom (SDOF) and continuous vibrating structures and compared to the traditional passive vibration absorber.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of the Acoustical Society of America, July 2012, v. 132, no. 1, p. 197-207-
dcterms.isPartOfJournal of the Acoustical Society of America-
dcterms.issued2012-07-
dc.identifier.scopus2-s2.0-84863672934-
dc.identifier.eissn1520-8524-
dc.description.validate202503 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Othersen_US
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryVoR alloweden_US
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