• DocumentCode
    3219860
  • Title

    Notice of Retraction
    Analysis on anti-seismic mechanism and reparative method of stupa in Xiaoquan

  • Author

    Wu Wei-dong ; Fu Yi

  • Author_Institution
    Sch. of Civil Eng. & Archit., Southwest Pet. Univ., Chengdu, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    99
  • Lastpage
    102
  • Abstract
    Notice of Retraction

    After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.

    We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.

    The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.

    The article through analysis of the investigation after the earthquake, seismic damage incentive, the finite element model analysis to identified the principle of ductility reinforcement, and detailed from Construction technology, the requirement of technology and so on. The reparation of stupa gives us a important example of ancient building´s repair, and we can have a reference when we have a similar building to repair.
  • Keywords
    construction; ductility; earthquake engineering; finite element analysis; history; maintenance engineering; Xiaoquan; ancient building; antiseismic mechanism; construction technology; ductility reinforcement; earthquake; finite element model analysis; repair; seismic damage; stupa; Finite element methods; Floors; Maintenance engineering; Poles and towers; Steel; Stress; reparation of ancient building; steel plate strengthen; structure seismic; the finite element model analysis;
  • 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.2011.5774454
  • Filename
    5774454