Zhao Z Z, Kwan A K H.Nonlinear behavior of deep reinforced concrete coupling beams[J].Structural Engineering and Mechanics, 2003, 15(2): 181-198.
[2]
梁兴文, 刘清山, 李 萍.新配筋方案小跨高比连梁的试验研究[J].建筑结构, 2007, 37(12): 26-29. LIANG Xingwen, LIU Qingshan, LI Ping.Experiment research on seismic performance of new reinforcement scheme deep coupling beam[J].Building Structure, 2007, 37(12): 26-29.(in Chinese)
[3]
Wan-Shin Park, Hyun-Do Yun.Seismic behaviour of steel coupling beams linking reinforced concrete shear walls[J].Engineering Structures 2005, 27：1024-1039.
[4]
廖天军.双层钢桁架及RC连梁剪力墙结构伪静力试验研究[D].南宁：广西大学, 2010. LIAO Tianjun.Contrast study on pseudo-static test of two-story coupled shear walls with steel truss coupling beam and RC-coupling beam[D].Nanning: Guangxi University, 2010.(in Chinese)
[5]
林 倩, 邓志恒, 刘其舟.足尺钢桁架连梁抗震性能试验研究及非线性有限元分析[J].工程力学, 2012, 29(7): 256-263. LIN Qian, DENG Zhiheng, LIU Qizhou.Experimental study and nonlinear finite element analysis on the seismic performance of full-scale steel truss coupling beams[J].Engineering mechanics, 2012, 29(7): 256-263.(in Chinese)
[6]
邓志恒, 林 倩, 胡 强, 等.新型钢桁架连梁的抗震性能试验研究[J].振动与冲击, 2012, 31(1): 76-81. DENG Zhiheng,LIN Qian, HU Qiang, et al.Test for aseismic behavior of new steel truss coupling beams[J].Journal of Vibration and Shock, 2012, 31(1): 76-81.(in Chinese)
