Home Journals Articles Updates About
CN
image
收藏切换
Performance-based seismic design and evaluation of steel column-steel plate shear wall coupled system
收藏切换
PDF
Jiazheng ZHAO1, Bo ZHANG1, Yuntian WU1, 2
Earthquake Engineering and Engineering Dynamics | 2024, 44(1) : 73 - 83
Less
收藏切换
Earthquake Engineering and Engineering Dynamics | 2024, 44(1): 73-83
Performance-based seismic design and evaluation of steel column-steel plate shear wall coupled system
Full
Jiazheng ZHAO1, Bo ZHANG1, Yuntian WU1, 2
Affiliations
  • 1.School of Civil Engineering, Chongqing University, Chongqing 400045, China
  • 2.Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, China
doi: 10.13197/j.eeed.2024.0107
Outline
收藏切换

The steel column-steel plate shear wall coupled structure(SC-SPSW) uses steel coupling beams to connect the steel plate shear wall and the steel columns on both sides. The system can make full use of the coupling effect between steel plate shear wall, coupling beams and steel columns to improve the shortcomings of traditional steel plate shear walls and have favourable seismic performance. This paper adopts plastic design based on energy concept, and derives the design method of SC-SPSW system by combining with relevant codes. Using SAP2000 software, twelve SC-SPSW system cases with different heights and coupling ratios(CR) were designed and carried out by static analysis and dynamic time history analysis to investigate the yielding mechanism and the influence of the coupling ratio on the seismic performance. It is shown that all SC-SPSW systems applying this design method can achieve the ideal yielding mechanism with excellent seismic performance. Suggestions are also made in terms of the appropriate selection of CR for different structural heights.

coupled system  /  couple ratio  /  plastic design  /  Push-over analysis  /  nonlinear dynamic analysis
Jiazheng ZHAO, Bo ZHANG, Yuntian WU. Performance-based seismic design and evaluation of steel column-steel plate shear wall coupled system[J]. Earthquake Engineering and Engineering Dynamics, 2024 , 44 (1) : 73 -83 . DOI: 10.13197/j.eeed.2024.0107
Appendix
Less
Year 2024 volume 44 Issue 1
PDF
64
35
Cite this Article
BibTeX
Article Info
doi: 10.13197/j.eeed.2024.0107
  • Receive Date：2022-11-07
  • Online Date：2026-03-30
Article Data
Affiliations
History
  • Received：2022-11-07
  • Revised：2022-12-26
Funding
Affiliations
    1.School of Civil Engineering, Chongqing University, Chongqing 400045, China
    2.Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, China
References
Share
https://castjournals.cast.org.cn/joweb/dzgcygczd/EN/10.13197/j.eeed.2024.0107
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
科
Family		 属数
Number of
genus		 种数
Number of
species		 占总种数比例
Percentage of
total species (%)		 属
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
Links
Articles
Latest Articles
Most Read
Collections
Updates
Events
News
Multimedia
About
About Us
Contact
No. 86 Xueyuan South Road, Haidian District, Beijing
100081
010-62199257
qkjq@cast.org.cn

Copyright © 2025 China Association for Science and Technology. All rights reserved. For all open access content, the relevant licensing terms apply.
Sponsored by the Office of the Leading Group for Cybersecurity and Informatization of CAST, and supported by Science and Technology Review Publishing House