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

Content Provider	IEEE Xplore Digital Library
Author	Kang Min Yang Na Cha Qun
Copyright Year	2011
Description	Author affiliation: College of civil engineering, Beijing Jiao tong University, China (Kang Min; Yang Na) \|\| Chinese Academy of Cultural Heritage, Beijing, China (Cha Qun)
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.
Starting Page	6197
Ending Page	6200
File Size	515116
Page Count	4
File Format	PDF
ISBN	9781457702891
e-ISBN	9781457702907
DOI	10.1109/ICETCE.2011.5776058
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2011-04-22
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	The mortise and tenon joint Through tenon joint Timber structure Force Resists Column and tie construction Finite element methods Structural beams Joints Stress Strain
Content Type	Text
Resource Type	Article

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