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    Timoshenko Beam with Tuned Mass Dampers to Moving Loads

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 002
    Author:
    Yung-Hsiang Chen
    ,
    Ding-Shin Chen
    DOI: 10.1061/(ASCE)1084-0702(2004)9:2(167)
    Publisher: American Society of Civil Engineers
    Abstract: The structural analysis of a Timoshenko beam system with tuned mass dampers (TMDs) under moving-load excitation is presented. A proposed simplified two-degrees-of freedom system based on the first mode of the Timoshenko beam is employed for the design of TMDs. The dynamic characteristics of a Timoshenko beam, such as the structural-resonant and phase-resonant velocities, and the effectiveness of a TMD for vibrational control are especially emphasized. A practical example of an elevated railway subjected to the Japanese Shinkansen (SKS) high-speed bullet train is included.
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      Timoshenko Beam with Tuned Mass Dampers to Moving Loads

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50732
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    contributor authorYung-Hsiang Chen
    contributor authorDing-Shin Chen
    date accessioned2017-05-08T21:25:10Z
    date available2017-05-08T21:25:10Z
    date copyrightMarch 2004
    date issued2004
    identifier other%28asce%291084-0702%282004%299%3A2%28167%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50732
    description abstractThe structural analysis of a Timoshenko beam system with tuned mass dampers (TMDs) under moving-load excitation is presented. A proposed simplified two-degrees-of freedom system based on the first mode of the Timoshenko beam is employed for the design of TMDs. The dynamic characteristics of a Timoshenko beam, such as the structural-resonant and phase-resonant velocities, and the effectiveness of a TMD for vibrational control are especially emphasized. A practical example of an elevated railway subjected to the Japanese Shinkansen (SKS) high-speed bullet train is included.
    publisherAmerican Society of Civil Engineers
    titleTimoshenko Beam with Tuned Mass Dampers to Moving Loads
    typeJournal Paper
    journal volume9
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2004)9:2(167)
    treeJournal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 002
    contenttypeFulltext
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