郭家耀, 郭伟邦, 徐卫国. 中国国际贸易中心三期主塔楼结构设计[J]. 建筑钢结构进展, 2007, 9(5): 1-6. Kwok Michael, Gibbons Craig, Tsui Joey. The structural design of the Mega Tower of China World Trade Centre Phase 3 in Beijing China [J]. Progress in Steel Building Structures, 2007, 9(5): 1-6. (in Chinese)
[2]
丁浩民, 巢斯, 吴宏磊, 等. 组合结构构件在上海中心大厦中的应用与研究[J]. 建筑结构, 2011, 41(12): 61-67. Ding Haomin, Chao Si, Wu Honglei, et al. Application and research of steel-concrete mixed structure in Shanghai Tower [J]. Building Structure, 2011, 41(12): 61-67. (in Chinese)
[3]
丁朝辉, 江欢成, 曾菁, 等. 双钢板-混凝土组合墙的大胆尝试-盐城电视塔结构设计[J]. 建筑结构, 2011, 41(12): 87-91. Ding Zhaohui, Jiang Huancheng, Zeng Jing, et al. An innovative application of SCS composite wall: Structural design of Yancheng TV Tower [J]. Building Structure, 2011, 41(12): 87-91. (in Chinese)
[4]
Emori K. Compressive and shear strength of concrete filled steel box wall [J]. Steel Structures, 2002, 68(2): 29-40.
[5]
Simon K Clubley, Stuart S J Moy, Robert Y Xiao. Shear strength of steel-concrete-steel composite panels. Part I-testing and numerical modelling [J]. Journal of Construction Steel Research, 2003, 59(6): 781-794.
[6]
Tae-Sung Eom, Hong-Gun Park, Cheol-Ho Lee, et al. Behavior of double skin composite wall subjected to in-plane cyclic loading [J]. Journal of Structural Engineering, 2009, 135(10): 1239-1249.
[7]
李健, 罗永峰, 郭小农, 等. 双层钢板组合剪力墙抗震性能试验研究[J]. 同济大学学报(自然科学版), 2013, 41(11): 1636-1643. Li Jian, Luo Yongfeng, Guo Xiaonong, et al. Experimental research on seismic behavior of double skin composite shear wall [J]. Journal of Tongji University (Natural Science), 2013, 41(11): 1636-1643. (in Chinese)
[8]
刘鸿亮, 蔡健, 杨春. 带约束拉杆双层钢板内填混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2013, 34(6): 93-102. Liu Hongliang, Cai Jian, Yang Chun. Experimental study on seismic behavior of composite shear wall with double steel plates and infill concrete with binding bars [J]. Journal of Building Structures, 2013, 34(6): 93-102. (in Chinese)
[9]
纪晓东, 蒋飞明, 钱稼茹. 钢管-双层钢板混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2013, 34(6): 75-83. Ji Xiaodong, Jiang Feiming, Qian Jiaru. Experimental study on seismic behavior of steel tube-double steel plate-concrete composite shear walls [J]. Journal of Building Structures, 2013, 34(6): 75-83. (in Chinese)
[10]
聂建国, 卜凡民, 樊健生. 低剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2011, 32(11): 74-81. Nie Jianguo, Bu Fanming, Fan Jiansheng. Experimental research on seismic behavior of low shear-span ratio composite shear wall with double steel plates and infill concrete [J]. Journal of Building Structures, 2011, 32(11): 74-81. (in Chinese)
[11]
卜凡民, 聂建国, 樊健生. 高轴压比下中高剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2013, 34(4): 91-98. Bu Fanming, Nie Jianguo, Fan Jiansheng. Experimental study on seismic behavior of medium and high shear-span ratio composite shear wall with double steel plates and infill concrete under high axial compression ratio [J]. Journal of Building Structures, 2013, 34(4): 91-98. (in Chinese)
[12]
聂建国, 卜凡民, 樊健生. 高轴压比、低剪跨比双钢 板-混凝土组合剪力墙拟静力试验研究[J]. 工程力学, 2013, 30(6): 91-98. Nie Jianguo, Bu Fanming, Fan Jiansheng. Quasi-static test on low shear-span ratio composite shear wall with double steel plates and infill concrete under high axial compression ratio [J]. Engineering Mechanics, 2013, 30(6): 91-98. (in Chinese)
[13]
GB/T228-2002, 金属材料室温拉伸试验方法[S]. 北京: 中国国家质检总局, 2002. GB50010-2001, Code for metallic materials tensile testing at room temperature [S]. Beijing: China AQSIQ Press, 2002. (in Chinese)