• DocumentCode
    3245795
  • Title

    Structural rehabilitation of existing box arch bridges

  • Author

    Peng, Wei ; Sheng, Chang

  • Author_Institution
    Ningbo Inst. of Technol., Zhejiang Univ., Ningbo, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    2594
  • Lastpage
    2597
  • Abstract
    According to the project status of reinforced concrete arch bridges, such as arch sinking, concrete cracking, severely damaged building above the arch, and the overall stiffness degradation, Static, dynamic and stability effects of various rehabilitation ways were comparatively analyzed, which includes strengthening top plate, strengthening top plate and bottom plate together, changing buildings above the arch. The results show that the strengthening way of changing building above the arch can improve the static performance of the bridge, the way of thickening the top plate of the box arch can improve the dynamic and stability properties.
  • Keywords
    bridges (structures); maintenance engineering; mechanical stability; plates (structures); reinforced concrete; box arch bridges; buildings; plate; reinforced concrete arch bridges; stability; strengthening; structural rehabilitation; Bridges; Concrete; Iron; Planning; Stability analysis; Transportation; box arch bridge; load test; structural rehabilitation;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775699
  • Filename
    5775699