• DocumentCode
    3367590
  • Title

    Damage analysis of masonry structure based on Wenchuan earthquake

  • Author

    Liu, Wei ; Tong, Li-ping ; Jing-yu Li

  • Author_Institution
    Civil Eng. of Coll., Zhengzhou Univ., Zhengzhou, China
  • fYear
    2010
  • fDate
    26-28 June 2010
  • Firstpage
    4458
  • Lastpage
    4461
  • Abstract
    Earthquake is the mightily powerful disaster. It can severely threat the security of people´s life and property. Masonry structure is the most widely used structure. Because of the poor integrity and poor anti-seismic capability, a large number of masonry structure buildings have been damaged when earthquake happens. In this paper, based on typical summary of damage of masonry structure in Wenchuan earthquake, some factors include material. design method and constructive acceptance will be analyzed. In the end, some measures will be proposed in order to strengthen the anti-seismic capability of masonry structure.
  • Keywords
    design engineering; earthquake engineering; structural engineering; Wenchuan earthquake; anti-seismic capability; constructive acceptance; damage analysis; design method; integrity; masonry structure buildings; Buildings; Civil engineering; Design methodology; Earthquake engineering; Educational institutions; Security; Seismic measurements; Masonry structure; anti-seismic capability; integrity;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
  • Conference_Location
    Wuhan
  • Print_ISBN
    978-1-4244-7737-1
  • Type

    conf

  • DOI
    10.1109/MACE.2010.5536688
  • Filename
    5536688