Seismic behavior of damaged Li-Tie style timber frames with brick masonry infills: Experimental test, finite element analyses, and behavior degradation-Reference-Cited by-同舟云学术

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Seismic behavior of damaged Li-Tie style timber frames with brick masonry infills: Experimental test, finite element analyses, and behavior degradation

Published:2024-06 Issue: Volume:86 Page:108848
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Song Xiaobin,Lu Yu,Zhang Baozhuang^ORCID,Chen Xingjie

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference53 articles.

1. Effect of column root connections on the dynamic behavior of Chuandou-style timber structures;Guo;J. Build. Eng.,2021

2. Seismic damage investigation and analysis of rural buildings in MS6. 0 Changning earthquake;Pan;J. Build. Struct.,2020

3. Behavior of masonry infilled Chuandou timber frames subjected to in-plane cyclic loading;Qu;Eng. Struct.,2020

4. Modeling timber moment connection under reversed cyclic loading;Chui;J. Struct. Eng.,2005

5. Seismic vulnerability of historic Dieh-Dou timber structures in Taiwan;D'Ayala;Eng. Struct.,2008

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental research on the out-of-plane performance of traditional residential timber frame-wall with embedded metal connectors in central China;Journal of Building Engineering;2024-08

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