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Seismic design of rectangular/square columns in SDOF systems based on their damage performance

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成果类型:
期刊论文
作者:
Wang, Yukui;Liu, Zhefeng;Zhang, Dan;Hu, Zhangqi;Yu, Dong
通讯作者:
Zhefeng Liu
作者机构:
[Wang, Yukui; Zhang, Dan; Hu, Zhangqi; Yu, Dong] Hunan City Univ, Coll Civil Engn, Yiyang 413099, Peoples R China.
[Liu, Zhefeng; Wang, Yukui] Changsha Univ Sci & Technol, Coll Civil Engn, Changsha 410004, Peoples R China.
通讯机构:
[Zhefeng Liu] C
College of Civil Engineering, Changsha University of Science & Technology, Changsha, 410004, China
语种:
英文
关键词:
Performance design;reinforced concrete column;energy dissipation capacity;damage index;performance index limits
期刊:
Science Progress
ISSN:
0036-8504
年:
2022
卷:
105
期:
4
基金类别:
The author(s) disclosed receipt of the following financial support for the research, authorship, and/or publication of this article: This work was supported by the National Natural Science Foundation of China, Scientific Research Project of Education Department of Hunan Province, Natural Science Foundation of Hunan Province, (grant number 50908022, 20C0363, 18C0837, 2022JJ40023, 2021JJ50157)
机构署名:
本校为第一机构
院系归属:
土木工程学院
摘要:
The quantitative relationship between the energy dissipation capacity of RC members and displacement deformation, cumulative energy dissipation and structural design parameters were established by the research group in the early stage, and then the damage index based on energy dissipation capacity and performance index limits were proposed. Based on the existing research, the seismic design method of RC square/rectangular column members for SDOF systems based on damage performance is proposed, and the method is introduced by an example. It is found that the seismic design method establishes a ...

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