• DocumentCode
    537249
  • Title

    Study on Loaded Property of Integral Abutment Bridge under Temperature Load and Differential Settlement

  • Author

    Ding Wen-sheng ; Zhang Jin-feng

  • Author_Institution
    Sch. of City Constr. & Safety Eng., Shanghai Inst. of Technol., Shanghai, China
  • fYear
    2010
  • fDate
    7-9 Nov. 2010
  • Firstpage
    1
  • Lastpage
    4
  • Abstract
    Since the design of integral abutment bridge are basically depended on experience. In this paper, the three dimensional FEM model of integral abutment bridge is built . The effect on the loaded property of integral abutment bridge with different stiffness of main beam, abutment and pier are analyzed under temperature load and differential settlement. Some reference conclusion offer a theoretical basis for design of Integral abutments.
  • Keywords
    bridges (structures); FEM model; differential settlement; integral abutment bridge; loaded property; temperature load; Bridges; Educational institutions; Research and development; Solid modeling; Temperature; Temperature dependence;
  • 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.2010.5661204
  • Filename
    5661204
    • Link To Document
    https://search.isc.ac/dl/search/defaultta.aspx?DTC=49&DC=537249