• DocumentCode
    3171969
  • Title

    Dynamic model updating of long-span bridge based on optimization design principle under environment excitation

  • Author

    Zhao, Qing

  • Author_Institution
    Dept. of Civil Eng., Anhui Inst. of Archit. & Ind., Hefei, China
  • fYear
    2011
  • fDate
    16-18 April 2011
  • Firstpage
    1178
  • Lastpage
    1181
  • Abstract
    Taking an engineering design case about the dynamic model updating of long-span bridge under environment excitation, the three dynamic calculating models of the cable-stayed bridge are created by the finite element analysis program ANSYS, and the dynamic characteristics were analyzed, further by experimental results carried out on three models optimized amendment. The analysis results show that according to long-span bridge modal field measurement data, combined with the finite model updating method based on optimization design principle, the dynamic model of long-span bridge can get well. This method is effective and practical to amend the better, for bridge structural health monitoring, damage identification and condition assessment study provides a more reliable finite element model.
  • Keywords
    bridges (structures); cables (mechanical); condition monitoring; design for environment; finite element analysis; optimisation; structural engineering; cable-stayed bridge; condition assessment; damage identification; dynamic calculating model; engineering design; environment excitation; finite element analysis program ANSYS; finite model updating method; long-span bridge modal field measurement data; optimization design principle; structural health monitoring; Analytical models; Bridges; Finite element methods; Frequency measurement; Optimization; Poles and towers; Structural beams; bridge engineering; environment excitation; long-span bridge; model updating; optimization design;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
  • Conference_Location
    XianNing
  • Print_ISBN
    978-1-61284-458-9
  • Type

    conf

  • DOI
    10.1109/CECNET.2011.5769445
  • Filename
    5769445