Seismic behavior of looseness-induced inclined M-T joints in ancient timber structures: Experimental tests, multi-scale finite element model, and behavior degradation
发布时间：2026-01-05
点击次数：
- 发表刊物：
- Engineering Structures
- 合写作者：
- Xiaobin Song,Jianyang Xue
- 第一作者：
- Baozhuang Zhang
- 通讯作者：
- Qifang Xie*
- 卷号：
- 318
- 页面范围：
- 118680
- 是否译文：
- 否
- 发表时间：
- 2024-01-01
- 上一条：Seismic performance of Li-Tie type brick masonry infilled wooden frames considering joint damage: Degradation mechanism and hysteretic model
- 下一条：Seismic behavior of damaged Li-Tie style timber frames with brick masonry infills: Experimental test, finite element analyses, and behavior degradation