• DocumentCode
    3276560
  • Title

    Progressive Collapse Analysis of Reinforced Concrete Frame Structures in Linear Static Analysis Based on GSA

  • Author

    Zhang Peng ; Chen Baoxu

  • Author_Institution
    Sch. of Civil Eng. & Archit., Southwest Pet. Univ., Chengdu, China
  • fYear
    2013
  • fDate
    16-18 Jan. 2013
  • Firstpage
    1074
  • Lastpage
    1076
  • Abstract
    Capacity assessment of the structural progressive collapse and progressive collapse design are based on structural progressive collapse analysis, analysis methods include linear static, nonlinear static, linear dynamic and nonlinear dynamic. In this paper, Progressive collapse analysis method in GSA collapse resistance design guideline was first introduced. On the basis of the design efficiency and practicality, alternate path method static linear analysis in GSA guide was decided to use in this paper. PKPM software was used to design five-story reinforced concrete frame which design parameters was given. SAP2000 software was also used to create a calculation model which was based on the reinforcement information that gets from PKPM. And then, we need to set the appropriate load cases and analysis cases in order to achieve the purpose that five-story reinforced concrete structures was designed by our country´s existing norms will be analyzed by progressive collapse analysis. Finally, according to the progressive collapse-resistant behavior indicators DCR values to investigate its ability in progressive collapse resistance.
  • Keywords
    CAD; building standards; design engineering; reinforced concrete; structural engineering computing; GSA collapse resistance design guideline; PKPM software; SAP2000 software; United States General Services Agency; capacity assessment; design efficiency; design practicality; linear dynamic analysis; linear static analysis; nonlinear dynamic analysis; progressive collapse analysis; progressive collapse design; reinforced concrete frame structure; Analytical models; Concrete; Finite element methods; Floors; Resistance; Software; Alternate Path (AP) Method; GSA; concrete frame; linear static analysis; progressive collapse;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Intelligent System Design and Engineering Applications (ISDEA), 2013 Third International Conference on
  • Conference_Location
    Hong Kong
  • Print_ISBN
    978-1-4673-4893-5
  • Type

    conf

  • DOI
    10.1109/ISDEA.2012.253
  • Filename
    6456104