• DocumentCode
    179269
  • Title

    Influence of X-Shaped Elastic-Plastic Steel Stop Block on Bridge Based on FEM

  • Author

    Liu Xiaoxian ; Li Jianzhong

  • Author_Institution
    Tongji Univ., Shanghai, China
  • fYear
    2014
  • fDate
    15-16 June 2014
  • Firstpage
    562
  • Lastpage
    565
  • Abstract
    To ascertain the influence of the X-shaped elastic-plastic steel stop block on the lateral seismic response of the bridge, the research has been done to analyze the effect of the yield strength of the steel stop block and the height of the pier based on a simple supported beam bridge by the method of FEM. The result shows that in comparison with cases without steel stop block, the X-shaped elastic-plastic steel stop block is effective in reducing the relative displacement between the pier and the beam. The seismic response of the pier after setting the steel stop block is much influenced by the yield strength of the steel stop block and the height of the pier.
  • Keywords
    beams (structures); bridges (structures); earthquake engineering; elastoplasticity; finite element analysis; structural engineering; yield strength; FEM; X-shaped elastic-plastic steel stop block; bridge lateral seismic response; pier; simple supported beam bridge; yield strength; Bridges; Earthquakes; Finite element analysis; Force; Rubber; Steel; Structural beams; X-shaped elastic-plastic steel stop block; bridge; seismic response;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent Systems Design and Engineering Applications (ISDEA), 2014 Fifth International Conference on
  • Conference_Location
    Hunan
  • Print_ISBN
    978-1-4799-4262-6
  • Type

    conf

  • DOI
    10.1109/ISDEA.2014.131
  • Filename
    6977662