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Study on Failure Performance of the Thin-Walled Steel-Reinforced Concrete Pier under Low Cyclic Loading

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成果类型:
期刊论文
作者:
Chen, Huihui;Xu, Bing;Liu, Qin;Gu, Jianfeng
作者机构:
[Chen, Huihui] Yancheng Polytech Coll, Architectural Engn Inst, Yancheng 224000, Peoples R China.
[Xu, Bing] Yancheng Inst Technol, Coll Civil Engn, Yancheng 224051, Peoples R China.
[Liu, Qin] Anhui Univ Sci & Technol, Sch Civil Engn & Architecture, Huainan 232001, Peoples R China.
[Gu, Jianfeng] Wuhan Inst Technol, Sch Civil Engn & Architecture, Wuhan 430074, Peoples R China.
语种:
英文
关键词:
thin-walled steel-reinforced concrete pier (TSRCP);failure mode;depth–width ratio (DWR);axial compression ratio (ACR);horizontal ultimate bearing capacity
期刊:
Buildings
ISSN:
2075-5309
年:
2022
卷:
12
期:
9
页码:
1412
基金类别:
Research Project of Basic Science (NATURAL SCIENCE) of Colleges and Universities in Jiangsu Province, China [22KJD560007]; Fundamental Research Funds for the Central Universities, CHD [300102212525]
机构署名:
本校为第一机构
摘要:
Recently, the light-type pier can be easily observed in urban elevated roads and bridge structures. This type of pier is broadly used in the field of structural engineering. The Thin-Walled Steel-Reinforced Concrete Pier (TSRCP), as the typical pier of the light-type piers, shows a better mechanical performance than the conventional reinforced concrete pier due to the enhancement of the H-shape steel. In terms of the TSRCP, the designed parameters, including the depth–width ratio (DWR) and axial compression ratio (ACR), have been determined in this study as the concerned variables. Then,...

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