参考文献/References:
[1] 白国良,李红星,白涌涛,等.火电厂RC分散剪力墙—SRC框排架滞回性能试验研究与分析[J].土木工程学报,2011,44 (8):59-65.
BAI Guoliang,LI Hongxing,BAI Yongtao,et al. Experimental study and analysis of the hysteretic behavior of the RC scattered shear wall-SRC frame-bent structures for thermal power plant [J]. China Civil Engineering Journal,2011,44 (8):59-65.
[2] 王博,白国良,代慧娟,等.低周反复荷载下强梁弱柱型钢混凝土变柱T型节点力学性能研究[J].土木工程学报,2014, 47(3):1-12.
WANG Bo,BAI Guoliang,DAI Huijuan,et al. Study on mechanic performance of T-tupe strong-column weak-beam variable-column SRC joints under low-cyclic reversed loading [J]. China Civil Engineering Journal,2014,47 (3):1-12.
[3] 康灵果.大型火力发电厂少墙型钢混凝土框架主厂房抗震性能试验与设计研究方法[D]. 西安:西安建筑科技大学,2009.
KANG Lingguo. Study on seismic performance experiment and design method of the few walls and SRC frame main building in large thermal power plant [D].Xi’an: Xi’an University of Architecture & Technology,2009.
[4] 李平昌.钢筋混凝土宽梁与薄墙肢节点的初步试验和非线性分析研究[D]. 重庆:重庆大学,2002.
LI Pingchang. Preliminary test and nonlinear analysis research on the beam-wider-than wall joint [D]. Chongqing:Chongqing University,2002.
[5] MARK P.Reinforced Concrete Beams subject to biaxial Shear Forces: strut-and-tie models, experiment and design approach [J].Beton-und Stahlbetonbau,2004, 99 (9):744-753, 2004.
[6] LUBLINER J,OLIVER J,OLLER S,et al. A plastic-damage model for concrete [J]. Solids Structures,1989,25(3):299-326.
[7] MARK P. Design of reinforced concrete beams with rectangular cross sections against biaxial shear forces [J].Beton-und Stahlbetonbau,2005,100 (5):370-375.
[8] ABAQUS Analysis User’s Manual [M]. USA: ABAQUS, Inc,2007.
[9] GB50010-2010 混凝土结构设计规范[S]. 北京:中国建工出版社,2010.
GB50010-2010 Code for design of concrete structure[S]. Beijing: China Architecture & Building Press,2010.
[10] 周慧.空间组合节点抗震性能试验研究与理论分析[D]. 北京:清华大学,2012.
ZHOU Hui. Experimental and theoretical study on 3D composite joints under bidirectional loading [D]. Beijing:Tsinghua University,2012.
[11] 傅剑平,都红钢,白绍良.T型截面短肢墙梁中间节点抗震性能试验研究[J].重庆建筑大学学报,2007,29(6):25-30.
FU Jianping,DU Honggang,BAI Shaoliang. Experiment research on seismic behavior of T shaped short pier shear wall interior joint under cyclic loading [J]. Journal of Chongqing Jianzhu University,2007,29(6):25-30.
[12] 王燕,郁有升,王鹏.钢框架梁端翼缘板式加强型节点力学性能试验研究[J].工程力学,2011,28(3):177-184.
WANG Yan,YU Yousheng,WANG Peng. Experimental study on mechanics property of flange plate-reinforced connections of steel frames [J]. Engineering Mechanics,2011,28(3):177-184.
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