Seismic resilient shear wall structures: A state-of-the-art review

被引:0
作者
Gang Xu
Tong Guo
AiQun Li
机构
[1] Southeast University,Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education
[2] Beijing University of Civil Engineering and Architecture,Multi
来源
Science China Technological Sciences | 2023年 / 66卷
关键词
seismic resilience; shear wall; self-centering structure; seismic design; engineering application;
D O I
暂无
中图分类号
学科分类号
摘要
The ductile design principle has been widely adopted in seismic design of structures, so the main structural components are designed to have the dual functions of bearing and energy dissipation under the earthquake. In recent years, the intensity of major earthquakes occurred in China, Chile, New Zealand, and Japan had reached or exceeded the design level of the maximum credible earthquake. In most cases, the designed structures did not collapse and the casualties were small. However, many structures were seriously damaged and must be overhauled or rebuilt, resulting in huge economic losses. Therefore, researchers have paid more attention to the seismic resilient structures. The shear wall can provide an efficient lateral force resisting capacity and has a wide range of applications in building structures. This review firstly summarized the research advances of seismic resilient shear wall structures, mainly from three aspects: high-performance materials, replaceable components, and hybrid structural systems; then, the development of seismic performance analysis, design methods, and engineering applications of seismic resilient shear wall structures were presented; finally, the key issues that need to be explored in the future research were discussed, which was helpful for the wide application of seismic resilient shear wall structures.
引用
收藏
页码:1640 / 1661
页数:21
相关论文
共 457 条
[1]  
Zhao B(2009)Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China Eng Struct 31 1707-1723
[2]  
Taucer F(2010)The significance of the 27 February 2010 offshore Maule, Chile earthquake Struct Des Tall Spec Build 19 826-837
[3]  
Rossetto T(2011)Performance of tall buildings in Santiago, Chile during the 27 February 2010 offshore Maule, Chile earthquake Struct Des Tall Spec Build 20 1-16
[4]  
Lew M(2012)Inspection report of the disaster of the East Japan earthquake by Sino-Japanese joint mission Build Struct 42 1-20
[5]  
Naeim F(2010)Framework for analytical quantification of disaster resilience Eng Struct 32 3639-3649
[6]  
Carpenter L D(2022)Research progresses on equipment technologies used in safety inspection, repair, and reinforcement for deepwater dams Sci China Tech Sci 65 1059-1071
[7]  
Naeim F(2018)Earthquake resilience of reinforced concrete structural walls with replaceable “fuses” J Earthq Eng 22 801-825
[8]  
Lew M(2007)The application of a new structural control concept for tall building with large podium structure Eng Struct 29 1833-1844
[9]  
Carpenter L D(2016)The resilience-based design of the 181 Fremont tower Struct Mag 6 42-46
[10]  
Zhou F L(2020)Experimental study on seismic behavior of self-centering shear wall reinforced with shape memory alloy bars and engineered cementitious composites (in Chinese) China Civil Eng J 53 51-61