• DocumentCode
    3218997
  • Title

    Ambient vibration induced by spatial coupled vibration of vehicle-track-bridge system and isolating measures

  • Author

    Yuan, Zhang

  • Author_Institution
    Coll. of Archit. & Storage Eng., China Univ. of Pet. (Huadong), Qingdao, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    5710
  • Lastpage
    5713
  • Abstract
    In this paper, vibration induced by spatial coupled vibration of vehicle-track-bridge system of urban rail transportation is transferred to the basement of buildings by ambient soil, it causes the vibration of the buildings. Aiming at this problem, a model for spatial coupled vibration of vehicle track-bridge system is established firstly, the reactions at bottom of bridge piers are obtained by random vibration analysis. Then a three-dimension finite element model of soil-building system is established, the vibration of ambient soil and surrounding building are numerically analyzed. At last vibration isolation trench is added to the model, the effect of vibration isolation is analyzed. Through numerical analysis, it shows that the effect of vibration isolation is obvious.
  • Keywords
    bridges (structures); finite element analysis; geotechnical engineering; rails; railways; structural engineering; vibration isolation; vibrations; ambient soil; ambient vibration; bridge piers; building vibration; isolating measures; numerical analysis; random vibration analysis; soil-building system; spatial coupled vibration; three-dimension finite element model; urban rail transportation; vehicle-track-bridge system; vibration isolation trench; Acceleration; Analytical models; Bridges; Buildings; Finite element methods; Soil; Vibrations; ambient vibration; spatial coupled vibration; vehicle-track-bridge system; vibration isolation trench;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5774412
  • Filename
    5774412