Simplified Simulation Method for Hysteretic Behavior of Wood Brackets

Author:

Li Yuhang1ORCID,Deng Yang2,Li Aiqun3

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Southeast University Rd. No. 2, Nanjing 211189, China (corresponding author). ORCID: .

2. Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Zhanlanguan Rd. No.1, Beijing 100044, China; Professor, Beijing Advanced Innovation Center for Future Urban Design, Zhanlan Rd. No. 1, Beijing 100044, China.

3. Professor, School of Civil Engineering, Southeast Univ., Southeast University Rd. No. 2, Nanjing 211189, China; Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Zhanlan Rd. No. 1, Beijing 100044, China; Professor, Beijing Advanced Innovation Center for Future Urban Design, Zhanlan Rd. No. 1, Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Flexural behaviour of timber dovetail mortise–tenon joints

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

3. Energy-Dissipation Performance of Typical Beam-Column Joints in Yingxian Wood Pagoda: Experimental Study

4. Comparing Augmented Reality-Assisted Assembly Functions—A Case Study on Dougong Structure

5. Hao S. 2018. “Using virtual reality to produce 3-D graphical simulation of the construction and use of Dougong in Chinese architecture emphasizing the Song and Qing Dynasties.” Ph.D. dissertation Dept. of Civil Engineering Ohio State Univ.

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