Comparative Analysis of the Seismic Performance of a Full-Scale Historical Timber Structure by Numerical Simulation and Mechanical Test-Reference-Cited by-同舟云学术

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Comparative Analysis of the Seismic Performance of a Full-Scale Historical Timber Structure by Numerical Simulation and Mechanical Test

Published:2023-03-10 Issue: Volume: Page:1-10
ISSN:1558-3058
Container-title:International Journal of Architectural Heritage
language:en
Short-container-title:International Journal of Architectural Heritage

Author:

Chen Jinyong¹²,Li Tieying¹,Yang Qingshan³,Niu Qingfang¹,Shi Xiwang¹,Meng Xianjie¹,Wan Jia¹,Zhao Yanxia⁴

Affiliation:

1. College of Civil Engineering, Taiyuan University of Technology, Taiyuan, PR China

2. Postdoctoral Research Station, Shanxi Construction Investment Group Co., Ltd, Taiyuan, PR China

3. School of Civil Engineering, Chongqing University, Chongqing, PR China

4. College of Humanities, Communication university of Shanxi, Taiyuan, PR China

Funder

National Natural Science Foundation of China

Applied Basic Research Project of Shanxi Province

Publisher

Informa UK Limited

Subject

Visual Arts and Performing Arts,Architecture,Conservation

Link

https://www.tandfonline.com/doi/pdf/10.1080/15583058.2023.2187725

Reference23 articles.

1. Hysteresis behavior of traditional timber structures by full-scale tests

2. Degradation laws of hysteretic behaviour for historical timber buildings based on pseudo-static tests

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

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1. Preserving earthquake-resilient traditional buildings in Northern India;International Journal of Architectural Heritage;2024-01-10

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