• DocumentCode
    2446102
  • Title

    Study on vibration test of the scale-model system for highway bridge-vehicle interaction according to the similarity law

  • Author

    Gui, Shuirong ; Chen, Shuisheng ; Ren, Yongming

  • Author_Institution
    Dept. of Civil Eng., East China Jiaotong Univ., Nanchang, China
  • fYear
    2011
  • fDate
    24-26 June 2011
  • Firstpage
    1735
  • Lastpage
    1739
  • Abstract
    The similitude law of bridge-vehicle interaction system are presented by combining π theorem with dimension matrix analysis based on similarity theories of structure experimentation model. The ratios of similitude and similarity criteria of vibration test about the scale-model system for highway bridge-vehicle interaction are confirmed. Based on the simple girder bridge model test of perspex model that the scale factor of geometry is 10.0, the static and dynamic response of model bridge are studied subjected to a moving vehicle running on the smooth deck. The comparison of the testing results of model bridge and numerical calculation results of practical bridge conformed the similitude law of bridge-vehicle interaction model text. The results show the feasibility of model text equipment and the validity of the text results.
  • Keywords
    beams (structures); bridges (structures); geometry; structural engineering; supports; testing; vehicle dynamics; vibrations; π theorem; dimension matrix analysis; dynamic response; geometry; girder bridge model test; highway bridge vehicle interaction; model text equipment feasibility; perspex model; scale model system; similarity law; structure experimentation model; vibration test; Bridges; Load modeling; Numerical models; Road transportation; Structural beams; Vehicle dynamics; Vibrations; bridge-vehicle interaction system; scale-model; similarity rule; vibration test;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
  • Conference_Location
    Nanjing
  • Print_ISBN
    978-1-4244-9172-8
  • Type

    conf

  • DOI
    10.1109/RSETE.2011.5964629
  • Filename
    5964629