• DocumentCode
    536624
  • Title

    Multimodal Response Spectrum Method Analysis of Integral Abutment Curved Box Girder Bridge

  • Author

    Luo Chaozhuan ; Peng Dawen ; Lin Zhiping

  • Author_Institution
    Coll. of Urban Constr. & Safety Eng., Shanghai Inst. of Technol., Shanghai, China
  • fYear
    2010
  • fDate
    7-9 Nov. 2010
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    In order to simplify analysis of the dynamic characteristics and seismic response of the integral abutment curved box bridge (IACBB), automatic iteration of the multimode modal response spectrum (MMRS) is realized by APDL language of the structure analysis software ANSYS according to the IACBB´s structural characteristics. The realization flow of iterative MMRS in Ansys were presented, and the availability and precision of the iterative MMRS were examined by the time-history analysis. The result shows that 1) the iterative MMRS is a efficient simplify method, and can be used as an estimating method of seismic analysis for the bridge. And the method provides a reference for future similar structures. 2) several conclusions of earthquake response are given. The research results are helpful for the knowledge of mechanics property of the type of the bridges.
  • Keywords
    bridges (structures); earthquake engineering; iterative methods; modal analysis; structural engineering computing; ANSYS; APDL language; integral abutment curved box girder bridge; iterative MMRS; multimodal response spectrum method analysis; seismic response; structure analysis software; Bridges; Force; History; Iterative methods; Soil; Structural beams; Vibrations;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    E-Product E-Service and E-Entertainment (ICEEE), 2010 International Conference on
  • Conference_Location
    Henan
  • Print_ISBN
    978-1-4244-7159-1
  • Type

    conf

  • DOI
    10.1109/ICEEE.2010.5660354
  • Filename
    5660354