Song C, Pujol S, Lepage A E S. The Collapse of the Alto Río Building during the 27 February 2010 Maule, Chile,Earthquake[J]. Earthquake Spectra, 2012, 28(S1):S301-S334.
[3]
Park R, Paulay T. Reinfored concrete structure[M]. New York:Wiley, 1975:1-800.
[4]
Tegos I A, Penelis G G. Seismic resistance of short columns and coupling beams reinforced with inclined bars[J]. Aci Structural Journal. 1988, 85(1):82-88.
[5]
王祖华,桑文胜.劲性钢筋混凝土连梁的性能与计算方法[J].华南理工大学学报:自然科学版, 1995, 23(1):34-43. WANG Zuhua, SANG Wensheng. Bearing behavior and calculation method of steel reinforced concrete coupling beams[J]. Journal of South China University of Technology:Natural Science Edition, 1995, 23(1):34-43.(in Chinese)
[6]
滕军,马伯涛,李卫华,等.联肢剪力墙连梁阻尼器伪静力试验研究[J].建筑结构学报, 2010, 31(12):92-100. TENG Jun, MA Botao, LI Weihua, et al. Pseudo-static test for coupling beam damper of coupled shear wall structure[J]. Journal of Building Structures, 2010, 31(12):92-100.(in Chinese)
[7]
李冬晗.钢混结构的剪力墙连梁截断式金属阻尼器设计与抗震分析[D].大连:大连理工大学, 2013. LI Donghan. Design and seismic analysis of metal damper on bisected R. C. shear wall coupling beam[D]. Dalian:Dalian Univerdity of Technology, 2013.(in Chinese)
[8]
陈云涛,吕西林.联肢剪力墙抗震性能研究--试验和理论分析[J].建筑结构学报, 2003, 24(4):25-34. CHEN Yuntao, LV Xilin. Seismic behavior of coupled shear walls--experiment and theoretical analysis[J]. Journal of Building Structures, 2003, 24(4):25-34.(in Chinese)
[9]
Corp D S S. Abaqus analysis user’s manual. Providence, RI, USA, 2010.
[10]
Seismosoft. SeismoStruct-A computer program for static and dynamic nonlinear analysis of framed structures. Available from URL:www.seismosoft.com, 2010.
