• DocumentCode
    3253364
  • Title

    Studies on static performance of mortise and tenon joint in traditional column and tie construction timber structure

  • Author

    Kang Min ; Yang Na ; Cha Qun

  • Author_Institution
    Coll. of Civil Eng., Beijing Jiao tong Univ., Beijing, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    6197
  • Lastpage
    6200
  • Abstract
    Column and tie construction timber frame is a typical style of the traditional timber structure, whose column and beam are connected by using mortise and through tenon joint. To study the static performance of through tenons, we exemplify the typical three tenons found in the wooden dwelling in west of Hunan province in china. In this paper, we have did some mechanical analysis about how three types of joints working, and establish three types solid finite element model to simulate their stress state under load. By comparing the static performance of these tenons under three different locations with pins, the joint performance of column and tie construction timber structure is studied, which provides theoretical basis for the prospective maintenance and reinforcement of some traditional column and tie construction timber structures.
  • Keywords
    beams (structures); construction components; couplings; finite element analysis; stress analysis; structural engineering; timber; Hunan province; beam; china; mechanical analysis; mortise and tenon joint; solid finite element model; static performance; stress state simulation; tie construction timber structure; traditional column; wooden dwelling; Finite element methods; Force; Joints; Resists; Strain; Stress; Structural beams; column and tie construction; the mortise and tenon joint; through tenon joint; timber structure;
  • 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.2011.5776058
  • Filename
    5776058