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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/108684


    Title: Mitigation of Resonance for High Speed Train-bridge Systems Considering Overhanging Beam Effects
    Authors: L. Y. Liu;J. D. Yau;F. Zeng;W. D. Wang
    Keywords: High Speed Rail;Interaction Dynamics;Overhanging Beam;Resonance;VBI Dynamics;Vibration Reduction
    Date: 2016-09-01
    Issue Date: 2016-12-03 02:10:30 (UTC+8)
    Publisher: Tamkang University
    Abstract: 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.
    Relation: 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
    Appears in Collections:[建築學系暨研究所] 期刊論文

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