Seismic retrofitting of existing frame buildings through externally attached sub-structures: State of the art review and future perspectives

被引:114
作者
Cao, Xu-Yang [1 ]
Shen, Dejian [1 ]
Feng, De-Cheng [2 ]
Wang, Chun-Lin [2 ]
Qu, Zhe [3 ]
Wu, Gang [2 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210098, Peoples R China
[2] Southeast Univ, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing 210096, Peoples R China
[3] China Earthquake Adm, Inst Engn Mech, Sanhe 065201, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Externally attached sub -structure; Seismic retrofitting; Seismic performance; Existing buildings; Structural assessment; PERFORMANCE EVALUATION; CONCRETE BUILDINGS; BRACING SYSTEM; RC FRAMES; PRECAST; BEHAVIOR; DESIGN; REHABILITATION; EARTHQUAKE; LESSONS;
D O I
10.1016/j.jobe.2022.104904
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Earthquakes cause serious damage to buildings and result in heavy losses to society, therefore, it is necessary to enhance the seismic capacity of existing buildings via structural retrofitting. The traditional retrofitting approaches are based on the component-level, but their improvement effect for the overall structure is not obvious. The ultimate goal of seismic retrofitting is to improve the overall seismic performance of the whole structure, thus a variety of external sub-structure retrofitting methods have been developed at home and abroad since the 1970s. The external sub-structure is connected with the existing structure as a whole on the structural -system-level, and it is of great significance for lifeline projects or non-interrupted buildings. At this stage, the external sub-structure retrofitting technology has received wide attention in the seismic community and is still developing in bloom. This paper gives a state of the art review of the advances and research interests of the external sub-structure retrofitting technology. First, the general concepts of the external sub-structure retrofitting technology are given, including (1) retrofitting principle and (2) retrofitting superiority. Then, the typical types of the external sub-structure retrofitting technology are summarized, including (1) external frame sub-structures, (2) external frame-brace sub-structures, (3) external wall sub-structures and (4) other external sub-structures. Finally, some critical issues of the external sub-structure retrofitting technology are extracted, including (1) interfacial shear transferring mechanism, (2) joint property and connection performance, (3) combination with precast-assembly technology, (4) combination with prestress technology, (5) numerical approach and assessment indicators, (6) optimization strategy and design procedure, (7) environment interaction and maintenance cost, and (8) application in practical engineering. The future perspectives of the external sub-structure retrofitting technology are also pointed out, and the contents can provide some reference for the subsequent research as well as the developing trend in the future.
引用
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页数:28
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