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    Studying Characteristics of Train-Induced Ground Vibrations Adjacent to an Elevated Railway by Field Experiments

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
    Author:
    Shen-Haw Ju
    ,
    Hung-Ta Lin
    ,
    Tsung-Kuo Chen
    DOI: 10.1061/(ASCE)1090-0241(2007)133:10(1302)
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the characteristics of the ground vibration induced by moving trains on elevated railways using a number of field measurements at various train speeds. The experimental results indicate that the vibration at the dominant frequencies is quite large in both the vertical and horizontal directions, where the dominant frequencies and their influence factors can be evaluated using two simple theoretical equations deducted from the trainload in the frequency domain. Furthermore, the vibration at the dominant frequencies increases almost proportionally to the train speed, except at the resonance condition, which can be found both in field experiments and using the equation of the influence factor.
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      Studying Characteristics of Train-Induced Ground Vibrations Adjacent to an Elevated Railway by Field Experiments

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53033
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorShen-Haw Ju
    contributor authorHung-Ta Lin
    contributor authorTsung-Kuo Chen
    date accessioned2017-05-08T21:28:46Z
    date available2017-05-08T21:28:46Z
    date copyrightOctober 2007
    date issued2007
    identifier other%28asce%291090-0241%282007%29133%3A10%281302%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53033
    description abstractThis paper investigates the characteristics of the ground vibration induced by moving trains on elevated railways using a number of field measurements at various train speeds. The experimental results indicate that the vibration at the dominant frequencies is quite large in both the vertical and horizontal directions, where the dominant frequencies and their influence factors can be evaluated using two simple theoretical equations deducted from the trainload in the frequency domain. Furthermore, the vibration at the dominant frequencies increases almost proportionally to the train speed, except at the resonance condition, which can be found both in field experiments and using the equation of the influence factor.
    publisherAmerican Society of Civil Engineers
    titleStudying Characteristics of Train-Induced Ground Vibrations Adjacent to an Elevated Railway by Field Experiments
    typeJournal Paper
    journal volume133
    journal issue10
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2007)133:10(1302)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 010
    contenttypeFulltext
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