Finite Element Analysis of Typical Beam-Column Joints in Yingxian Wood Pagoda-Reference-Cited by-同舟云学术

Finite Element Analysis of Typical Beam-Column Joints in Yingxian Wood Pagoda

Published:2014-08 Issue: Volume:1008-1009 Page:1205-1208
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Han Jian Long¹,Qiao Guan Feng¹,Niu Qing Fang¹,Li Tie Ying¹

Affiliation:

1. Taiyuan University of Technology

Abstract

Yingxian Wood Pagoda is the highest standing ancient wood structure in China,with four shorter but stiffer storeys hidden between the five apparent storeys. The beam-colunm joints are highly varied. In this study,a model of typical beam-column joints of the pagoda was simulated in Abaqus. The material used in models was similar to the ones of the pagoda.Non-destructive cyclic loading test of the models under different vertical load were conducted.The hysteretic curves underdifferent vertical load were drawn from the test.And the skeleton curves were obtained by linking all peak moment points of each hysteretic loop. The energy –dissipation performance and bending stiffness of models were derived and discussed.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.1008-1009.1205.pdf

Reference7 articles.

1. M.D. Chen, Yingxian Wood Pagoda. Cultural Relic Press, Beijing, (2001).

2. E.C. Zhu, Z.Y. Chen and J.L. Pan, Finite Element Modelling of Dou-Gong Brackets of Yingxian Wood Pagoda, in: 11th World Conference on Timber Engineering (WCTE 2010), Trentino, (2010).

3. Kataoka Y. Characteristics and Structural Evaluation of Japanese Traditional Wooden Frame Structures. in: Proceeding of international timber engineering conference, Vol. 1. 1990. pp.645-650.

4. American Society for Testing and Materials, Standard Test methods for Small Clear Specimens of Timber D143-94, ASTM, West Conshohocken, (2007).

5. L.Y. Wang, Z.Y. Lu, S.J. Shen, Study on Twelve Elastic Constant Values of Betula Platyphylla Suk Wood, Journal of Beijing Forestry University. Vol. 25, NO. 6(2003) 64-67.

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