Hysteretic properties and numerical simulation of new self-centering coupling beams
Aiming at the problem that the damaged parts in replaceable beam cannot be disassembled and replaced due to excessive residual displacement after strong earthquakes, a new self-centering coupling beams (SCCB) based on shape memory alloy (SMA) rod was proposed. Firstly, a new self-centering friction...
Saved in:
| Main Authors: | Jizhi SU, Zhenyu TONG, Yong LI, Haifeng YU, Haoxuan ZHANG, Zuanfeng PAN |
|---|---|
| Format: | Article |
| Language: | zho |
| Published: |
Hebei University of Science and Technology
2025-04-01
|
| Series: | Journal of Hebei University of Science and Technology |
| Subjects: | |
| Online Access: | https://xuebao.hebust.edu.cn/hbkjdx/article/pdf/b202502011?st=article_issue |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Earthquake resilient coupling beams: a state-of-the-art review
by: GUAN Minsheng, et al.
Published: (2022-07-01) -
Shape Memory Alloys for Self-Centering Seismic Applications: A Review on Recent Advancements
by: Girolamo Costanza, et al.
Published: (2024-09-01) -
Seismic performance of multistory frames with novel self-centering friction SMA dampers
by: Weihong Li, et al.
Published: (2025-07-01) -
Effect of tightening zone length of reinforced concrete beams on beam capacity
by: Sinan Cansız
Published: (2022-11-01) -
Finite element analysis of a rigid beam to column connection reinforced with channels
by: F. Ghalamzan Esfahani, et al.
Published: (2017-06-01)