Mitigation of Resonance for High Speed Train-bridge Systems Considering Overhanging Beam Effects

淡江大學機構典藏 > 工學院 > 建築學系暨研究所 > 期刊論文 > Item 987654321/108684

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题名:	Mitigation of Resonance for High Speed Train-bridge Systems Considering Overhanging Beam Effects
作者:	L. Y. Liu;J. D. Yau;F. Zeng;W. D. Wang
关键词:	High Speed Rail;Interaction Dynamics;Overhanging Beam;Resonance;VBI Dynamics;Vibration Reduction
日期:	2016-09
上传时间:	2016-12-03 02:10:30 (UTC+8)
出版者:	Tamkang University
摘要:	Short overhanging beams usually exist at both ends of a simply supported bridge. As a train passes through the overhanging beams of the bridge at high speeds, the overhanging beams would be subjected to intensive vibrations, from which the dynamic response of the train-bridge system would be built up. To mitigate the amplified response of the train-bridge system due to the overhanging beam effects, an end rotational spring to restrain the relative rotations is equipped between the free ends of the adjacent beams. By the vehicle-bridge interaction finite element analysis, the numerical studies indicated that the overhanging beams play a key role in amplifying the response of the train-bridge system. Even so, the proposed end restraints can reduce the amplified response of the VBI system significantly.
關聯:	淡江理工學刊=Journal of Applied Science and Engineering 19(3), p.259-266
DOI:	10.6180/jase.2016.19.3.03
显示于类别:	[建築學系暨研究所] 期刊論文

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