• DocumentCode
    3686212
  • Title

    Comparison of vibration analysis for a bridge using accelerometers and a piezoelectric cable sensor

  • Author

    F N. Shimoi;C. Cuadra

  • Author_Institution
    Dept of Machine Intelligence and Systems Engineering, Akita Prefectural University.84-4 Tsuchiya Aza Ebinokuchi, Yurihonjo, Akita 015-0055, Japan
  • fYear
    2015
  • Firstpage
    595
  • Lastpage
    600
  • Abstract
    Reinforced concrete bridges occasionally became structurally unstable because of its deterioration and damages due to strong earthquakes. In case of an earthquake disaster some restrictions are impose on road operation to ensure safety. Then to permit a quick recovery of road operation it is necessary to monitor structural components before and after the earthquake. This paper presents a novel piezoelectric cable vibration sensor prototype for use in a monitoring system that can easily evaluate the structural integrity of a reinforced concrete bridge quantitatively. In addition to measurements to obtain the natural vibration characteristics of a target bridge, forced vibration due to moving loads were performed using a truck running on the bridge. Results from proposed sensor are compared with results obtained with accelerometers and in general natural frequencies of vibrations estimated from both procedures are in good agreement. However, additional investigation is required to improve accuracy and reliability of proposed sensor. As described herein, an outline of proposed system with emphasis on upgrading of its function and principal specifications of the developed system for monitoring reinforced concrete bridge stability.
  • Keywords
    "Vibrations","Bridge circuits","Accelerometers","Bridges","Displacement measurement","Frequency measurement","Concrete"
  • Publisher
    ieee
  • Conference_Titel
    Control Applications (CCA), 2015 IEEE Conference on
  • Type

    conf

  • DOI
    10.1109/CCA.2015.7320694
  • Filename
    7320694