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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/44783

    Title: Wind-induced vibration control of long-span bridges by multiple tuned mass dampers
    Authors: 林堉溢;Lin, Y. Y.;鄭啟明;Cheng, C. M.;Sun, D.
    Contributors: 淡江大學土木工程學系
    Keywords: Tuned mass damper;Buffeting response;Flutter;Long-span bridge
    Date: 2000-01-01
    Issue Date: 2010-03-26 17:04:01 (UTC+8)
    Publisher: 淡江大學
    Abstract: An analytical model is presented to examine the performance of multiple tuned mass dampers (MTMD) for the long span bridges subjected to wind excitation. The reduction of dynamic response and the increase of the flutter velocity by the attachment of the MTMD to the bridge are discussed. Through a parametric analysis, the characteristics of MTMD are studied and the design parameters including mass, damping, bandwidth, and total number of TMDs are proposed. A comparison of effectiveness between a single TMD and MTMD is also presented in this paper. The results indicate that the MTMD, designed with the recommended parameters, is not only more effective but also more robust than the usual single TMD against wind-induced vibration. The superior robustness of the MTMD is especially significant in the torsional direction.
    Relation: 淡江理工學刊=Tamkang journal of science and engineering 3(1), pp.1-13
    DOI: 10.6180/jase.2000.3.1.01
    Appears in Collections:[土木工程學系暨研究所] 期刊論文

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