[1] Housner G W. The behavior of inverted pendulum structures during earthquakes [J]. Bulletin of the seismological society of America, 1963, 53(2): 403-417.
[2] Uang C M, Nakashima M, Tsai K C. Research and application of buckling-restrained braced frames [J]. International Journal of Steel Structures, 2004, 4(4): 301-313.
[3] 周颖, 吕西林. 摇摆结构及自复位结构研究综述[J]. 建筑结构学报, 2011, 32(9): 1-10.
ZHOU Ying, LU Xi-lin. State-of-the-art on rocking and self-centering structures [J]. Journal of Building Structures, 2011, 32(9): 1-10.
[4] 蒋欢军, 刘其舟. 可恢复功能剪力墙结构研究进展[J]. 振动与冲击, 2015, 34(7): 51-58.
JIANG Huan-jun, LIU Qi-zhou State-of-the-art of the research advances on resilient shear walls [J]. Journal of vibration and shock, 2015, 34(7): 51-58.
[5] 孙逊,崔永平,黄明,等. 人民日报社报刊综合业务楼结构设计[J]. 建筑结构. 2012, 42(9): 52-55.
Sun Xun, Cui Yong-ping, Huang Ming, et al. Structural design of the People's Daily office building [J]. Building Structure . 2012, 42(9): 52-55.
[6] Jones P, Zareian F. Seismic response of a 40-storey buckling-restrained braced frame designed for the Los Angeles region [J]. The Structural Design of Tall and Special Buildings, 2013, 22(3): 291-299.
[7] 曹海韵, 潘鹏, 叶列平. 基于推覆分析混凝土框架摇摆墙结构抗震性能研究[J]. 振动与冲击, 2011, 30(11): 240-244.
CAO Hai-yun, PAN Peng, YE Lie-ping. Pushover analysis of RC frame rocking wall structure [J]. Journal of vibration and shock, 2011, 30(11): 240-244.
[8] Qu Z, Wada A, Motoyui S, et al. Pin-supported walls for enhancing the seismic performance of building structures [J]. Earthquake Engineering & Structural Dynamics, 2012, 41(14): 2075-2091.
[9] Sabelli R, Mahin S, Chang C. Seismic demands on steel braced frame buildings with buckling-restrained braces [J]. Engineering Structures, 2003, 25(5): 655-666.
[10] Tremblay R, Lacerte M, Christopoulos C. Seismic response of multistory buildings with self-centering energy dissipative steel braces[J]. Journal of structural engineering, 2008, 134(1): 108-120.
[11] Ohtori Y, Christenson R E, Spencer Jr B F, et al. Benchmark control problems for seismically excited nonlinear buildings [J]. Journal of Engineering Mechanics, 2004, 130(4): 366-385.
[12] 曲哲. 摇摆墙-框架结构抗震损伤机制控制及设计方法研究[D]. 北京: 清华大学, 2010: 41-43