收藏切换
Seismic performance analysis of concentrically brace frame with an innovative self-centering shear link
收藏切换
PDF
Wenming JIANG1, Sizhi ZENG2, Liqing CHANG3, Tiefeng SHAO3, Shujun HU3
Earthquake Engineering and Engineering Dynamics | 2025, 45(4) : 213 - 222
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2025, 45(4): 213-222
Seismic performance analysis of concentrically brace frame with an innovative self-centering shear link
Full
Wenming JIANG1, Sizhi ZENG2, Liqing CHANG3, Tiefeng SHAO3, Shujun HU3
Affiliations
  • 1.Power China Jiangxi Electric Power Engineering Co., Ltd., Nanchang 330096, China
  • 2.Zhongmei Engineering Group Co., Ltd., Nanchang 330001, China
  • 3.School of Infrastructure Engineering, Nanchang University, Nanchang 330031, China
Published: 2025-08-22 doi: 10.13197/j.eeed.2025.0421
Outline
收藏切换

In this paper, an innovative self-centering coupled shear link (SC-CSL) used between the steel brace and brace connection plate in the concentrically brace steel frame (CBF) is developed by combining the coupled shear link (CSL), shape memory alloy (SMA) bars and disc springs. Firstly, the hysteresis performance and failure mode of the SC-CSL are analyzed using the validated finite element method. Then, the seismic performances of CBF with a steel brace, CSL and SC-CSL are analyzed. Numerical results show that the innovative SC-CSL has excellent bearing capacity and low residual deformation. The SMA bars mainly sustain tension while the disc springs static under tension force, and the disc springs sustain compression while the SMA bars are static under compression force. The tension and compression forces of the SC-CSL can be almost equivalent with reasonable SMA bars and disc springs. In addition, the seismic performances of CBF, CBF-CSL and CBF-SC-CSL are almost the same, and no yielding or damage occurs to the steel beams, steel columns and steel braces during frequent earthquakes. The steel brace in the CBF has a severe buckling phenomenon. The CBLs with an elastic steel brace can have excellent bear capacity and deformation capacity. The residual deformation of CBF-SC-CSL visibly decreases during rare earthquakes, which shows good seismic performance and seismic resilience capacity.

concentrically brace steel frame (CBF)  /  self-centering coupled shear link (SC-CSL)  /  SMA bar  /  disc spring  /  seismic performance
Wenming JIANG, Sizhi ZENG, Liqing CHANG, Tiefeng SHAO, Shujun HU. Seismic performance analysis of concentrically brace frame with an innovative self-centering shear link[J]. Earthquake Engineering and Engineering Dynamics, 2025 , 45 (4) : 213 -222 . DOI: 10.13197/j.eeed.2025.0421
Year 2025 volume 45 Issue 4
PDF
60
32
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2025.0421
  • Receive Date:2024-03-04
  • Online Date:2026-03-20
  • Published:2025-08-22
Article Data
Affiliations
History
  • Received:2024-03-04
  • Revised:2024-06-25
Funding
Affiliations
    1.Power China Jiangxi Electric Power Engineering Co., Ltd., Nanchang 330096, China
    2.Zhongmei Engineering Group Co., Ltd., Nanchang 330001, China
    3.School of Infrastructure Engineering, Nanchang University, Nanchang 330031, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2025.0421
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT