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dc.contributor.authorLu, Shan-Langzh_CN
dc.contributor.authorFu, Jian-Fangzh_CN
dc.contributor.authorZhang, Jian-Linzh_CN
dc.contributor.author张建霖zh_CN
dc.date.accessioned2015-07-22T02:03:04Z
dc.date.available2015-07-22T02:03:04Z
dc.date.issued2014zh_CN
dc.identifier.citationApplied Mechanics and Materials, 2014,590:116-120zh_CN
dc.identifier.issn1660-9336zh_CN
dc.identifier.other20143017974341zh_CN
dc.identifier.urihttps://dspace.xmu.edu.cn/handle/2288/85537
dc.descriptionConference Name:2014 International Conference on Applied Mechanics and Mechanical Automation, AMMA 2014. Conference Address: Macao, China. Time:May 20, 2014 - May 21, 2014.zh_CN
dc.descriptionCardiff University; Hebei University of Technology; University of Manitoba; WikiCFPzh_CN
dc.description.abstractIn this paper, three-dimensional wind-induced vibration control is investigated by using multiple tuned mass dampers (MTMD). A 20-story steel frame is take as a numerical example to compare the two control effects by using MTMD and TMD (tuned mass damper), in which the same control masses are set on the top floor respectively. The parameters and locations of the damper devices could be chosen optimally based on energy balance theory and genetic algorithm. Numerical results show that the total damp value and the total structural dissipative energy of MTMD is lower than TMD while the total mass are the same. Meanwhile, MTMD also shows a better performance on reducing the along wind displacement and torsion response of the structure than that of TMD. ? (2014) Trans Tech Publications, Switzerland.zh_CN
dc.language.isoen_USzh_CN
dc.publisherTrans Tech Publications Ltdzh_CN
dc.source.urihttp://dx.doi.org/10.4028/www.scientific.net/AMM.590.116zh_CN
dc.subjectEnergy balancezh_CN
dc.subjectEnergy dissipationzh_CN
dc.subjectGenetic algorithmszh_CN
dc.subjectVibrations (mechanical)zh_CN
dc.titleThree-dimensional wind-induced vibration control using MTMD based on energy balance theoryzh_CN
dc.typeConferencezh_CN


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