参考文献/References:
Reference s
[1] KWAN A K H , ZHAO Z Z. Testing of coupling beams with equal end rotations maintained and local joint deformation allowed [J]. Structures & Buildings, 2002, 152(1):67-78.
[2] 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.
[3] BARNEY G. B, SHIU K. N, RABBAT B G, et al. Earthquake resistance structure walls – test of coupling beams [R]. Skokie, Illinois:Portland Cement Association,1975
[4] CIUHANDU G C, TUDOR D . The effect of the restraint shrinkage on the behavior of coupling beams of shear walls, subjected to horizontal alternating loading in duma [C] //Proceedings of the 10th European conference on earthquake engineering. Vienna, Austria:1994
[5] PAULAY T , BINNY J R . Diagonally reinforced coupling beams of shear walls [J]. American Concrete Institute, Special publication, Farmington Hills, 1974, 42:579-598
[6] GALANO L, VIGNOLI A. Seismic behavior of short coupling beams with different reinforcement layouts [J]. Aci Structural Journal, 2000, 97(6):876-885.
[7] GONG B, SHAHROOZ B M. Concrete- steel composite coupling beams. I: component testing [J]. Journal of Structural Engineering, 2001, 127(6):625-631.
[8] HARRIES K A, MITCHELL D, COOK W D , et al. Seismic response of steel beams coupling concrete walls [J]. Journal of Structural Engineering, 1993, 119(12):3611-3629.
[9] PARK W S, YUN H D. Seismic behaviour of coupling beams in a hybrid coupled shear walls [J]. Journal of Constructional Steel Research, 2005, 61(11):1492-1524.
[10] TASSIOS T P, MORETTI M, BEZAS A. On the behavior and ductility of reinforced concrete coupling beams of shear walls [J]. Aci Structural Journal, 1996, 93(6):711-720.
[11] 傅剑平,皮天祥,韦锋,等. 钢筋混凝土联肢墙小跨高比复合斜筋连梁抗震性能试验研究[J]. 土木工程学报, 2011, 2(4): 57-64.
FU Jianping, PI Tianxiang, Wei Feng, et al. Experimental study on seismic behaviors of small-aspect-ratio coupling beams in RC structure walls proportioned with combined slanting reinforcements [J]. China Civil Engineering Journal, 2011, 2(4):57-64.
[12] 皮天祥. 钢筋混凝土剪力墙小跨高比连梁抗震性能试验和设计方法研究[D].重庆:重庆大学, 2008.
PI Tianxiang. Experimental study on seismic behavior and design method study of small span-to-depth ratio coupling beams of seismic RC shear walls [D]. Chongqing: Chongqing University, 2008.
[13] Li X, LV H L, ZHANG G C, et al. Seismic behavior of replaceable steel truss coupling beams with buckling restrained webs [J]. Journal of Constructional Steel Research, 2015(104):167-176.
[14] HALIM T. cyclic behaviors of reinforced concrete coupling beams with and without axial restraint [D]. Taiwan: National Taiwan University of Science and Technology , 2012.
[15] 张刚. 钢板混凝土连梁抗震性能的试验研究[D]. 北京: 清华大学, 2005
ZHANG Gang. Experimental study on seismic behavior of steel plate reinforced concrete coupling beams [D]. Beijing: Tsinghua University, 2005 .
[16] SU R K L, LAM W Y, PAM H J. Experimental study of plate ‐reinforced composite deep coupling beams [J]. Structural Design of Tall & Special Buildings, 2009, 18(3):235-257.
[17] 张兴虎,赵建德,史庆轩,等, 一种多功能拟静力试验装置. 结构工程师, 2011, 27(S1): 249-254.
ZHANG Xinghu, ZHAO jiande, SHI Qingxuan, et al. A multifunction pseudo-static test device [J]. Structural Engineers, 2011, 27(S1): 249-254.
[18] SANG W H, CHANG S L, SHIN M, et al. Cyclic performance of precast coupling beams with bundled diagonal reinforcement [J]. Engineering Structures, 2015(93):142-151.
[19] 侯炜,陈彬,郭子雄等. 内嵌钢板混凝土组合连梁抗震性能试验研究[J]. 土木工程学报, 2017, 50(2): 9-18.
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