• DocumentCode
    3274965
  • Title

    Finite ElementAnalysis of the Temperature Effect of the Wall Fill Frame Structure

  • Author

    Li Yan ; Dong Wen-Yang ; Wang Bo

  • Author_Institution
    Centre of Green Archit. Technol. in Cold Area, Jilin Archit. & Civil Eng. Inst., Changchun, China
  • fYear
    2013
  • fDate
    16-18 Jan. 2013
  • Firstpage
    763
  • Lastpage
    765
  • Abstract
    Bamboo has many good features, is an ideal material for the construction industry. The numerical simulation of multi-layer seismic frame structure of bamboo by hand shows that, for re-bamboo wood columns, typical of the two failure modes for the transverse deformation is too large can not continue to load and top of the fibers in the lateral pressure exploded, bamboo column can be restored in the unloaded more than 80% of deformation, has excellent elastic recovery, bamboo can withstand the load beam is actually controlled by the stiffness, not strength.
  • Keywords
    beams (structures); building materials; construction industry; elasticity; failure (mechanical); finite element analysis; walls; bamboo column; construction industry; elastic recovery; failure mode; finite element analysis; load beam; multilayer seismic frame structure; numerical simulation; rebamboo wood column; temperature effect; transverse deformation; wall fill frame structure; Intelligent systems; finite element analysis; the temperature effect; the wall fill frame structure;
  • 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.2012.181
  • Filename
    6455850