The Effects of Vertical Load and Gaps on Lateral Resistance of Fork-Column Dougong in Traditional MultiStory Wooden Structures-Reference-Cited by-同舟云学术

The Effects of Vertical Load and Gaps on Lateral Resistance of Fork-Column Dougong in Traditional MultiStory Wooden Structures

Published:2024-07-15 Issue: Volume: Page:1-17
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Yang Qingshan¹²,Shao Wenjuan¹,Law Siu-Seong¹,Yu Pan³

Affiliation:

1. School of Civil Engineering, Chongqing University, Chongqing, China

2. Chongqing Key Laboratory of Wind Engineering and Wind Energy Utilization, Chongqing University, Chongqing, China

3. College of Civil Engineering, Taiyuan University of Technology, Taiyuan, China

Funder

National Natural Science Foundation of China

Fundamental Research Program of Shanxi Province

111 project of the Ministry of Education and the Bureau of Foreign Experts of China

Chongqing Science and Technology Bureau

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15583058.2024.2374045

Reference30 articles.

1. Load-carrying capacity analysis of traditional Chinese Dou-gong joints under monotonic vertical and reversal lateral loading

2. Chen, M. D. 2001. Yingxian wood Pagoda, 8–13, China: Beijing Cultural Relics Publishing House.

3. Structural performance of Dou-Gong brackets of Yingxian Wood Pagoda under vertical load – An experimental study

4. Seismic vulnerability of historic Dieh–Dou timber structures in Taiwan

5. Fujita, K., I. Sakamoto, Y. Ohashi, and M. Kimura. 2000. Static and dynamic loading tests of bracket complexes used in traditional timber structures in Japan. Proceeding of 12th World Conference on Earthquake Engineering, Auckland, New Zealand: New Zealand Society for Earthquake Engineering.