Liu Weiya. Structures of steel concrete composite: Theory and application [M]. Beijing: Chinese Building Industry Press, 2008: 24―231. (in Chinese)
[3]
杨有福. 现代钢管混凝土技术[M]. 北京: 中国建筑工业出版社, 2007: 146―286.
[4]
Han Linhai, Yang Youfu. Modern times technologies of concrete filled steel tube [M]. Beijing: Chinese Building Industry Press, 2007: 146―286. (in Chinese)
[5]
方管柱—H型钢梁隔板贯通式节点抗震性能研究[D]. 上海: 同济大学, 2006: 1―77.
[6]
Zhuang Lei. Study on the seismic performance of H-beam to square tubular column connections with trough diaphragms [D]. Shanghai: Tongji University, 2006: 1―77. (in Chinese)
Wang Wanzhen. Fracture mechanism, cyclical performance and design recommendations of welded flange-bolted web beam-to-column rigid connections in steel moment frames under seismic load [D]. Xi’an: Xi’an University of Architecture and Technology, 2003: 1―159. (in Chinese)
Li Bin, Gao Chunyan. Experimental research of aseismic behavior for concrete-filled rectangular steel tubular frame joints [J]. Engineering Mechanics, 2007, 24(Suppl Ⅱ): 177―181. (in Chinese)
Li Zilin, Wu Liangqin, Zhu Bin, Han Qinghua. Experimental comparison of static behavior of tubular N-joints reinforced in different ways [J]. Engineering Mechanics, 2008, 25(11): 179―185. (in Chinese)
Zhou Tianhua, He Baokang, Chen Guojin, Wei Chaowen, Shan Yinmu. Experimental studies on seismic behavior of concrete-filled steel square tubular column and steel beam joints under cyclic loading [J]. Journal of Building Structures, 2004, 25(1): 9―16. (in Chinese)
LI Zilin, Zhu Bin, Wu Liangqin, Han Qinghua. Experimental research on hysteretic behavior of unstiffened tubular N-joints [J]. Journal of Building Structures, 2008, 29(6): 69―74. (in Chinese)
Li Zhengliang, Zhang Chuntao, Fan Wenliang, Wang Ruheng. Experimental research on seismic behavior of a new type of thin-walled square steel tube beam-column connection [J]. Engineering Mechanics, 2013, 30(2): 72―81. (in Chinese)
[19]
S M, Park S H, Yun Y S, et al. A study on the seismic performance of concrete-filled square steel tube column-to-beam connections reinforced with asymmetric lower diaphragms [J]. Journal of Constructional Steel Research, 2010, 66(7): 962―970.
[20]
K, Masaya T, Kiyoshi T. Elasto-plastic behavior of connection between concrete-filled square steel tubular column and steel beam using split external diaphragm [R]. Tokyo: Kajima Technical Research Institute, Kajima Corporation, 2007: 65―70.
[21]
J M, Peng S W, Lu L W. Seismic behavior of composite concrete filled steel tube column wide flange beam moment connections [J]. Journal of Structural Engineering, ASCE, 2004, 130(2): 223―232.
[22]
王宁. 建筑结构试验[M]. 武汉: 武汉理工大学出版社, 2006: 154―177.
[23]
Yang Dejian, Wang Ning. Building structure test [M]. Wuhan: Wuhan University of Technology Press, 2006: 154―177. (in Chinese)
[24]
101-96, 建筑抗震试验方法规程[S]. 北京: 中国建筑工业出版社, 1997.
[25]
JGJ 101-96, Specification of testing methods for earthquake resistant building [S]. Beijing: Chinese Building Industry Press, 1997. (in Chinese)
Xu Lihua, Fan Hong, Liu Shengbing, Xing Dan. Experimental studies on aseismic behavior of connection between concrete-filled steel square tubular column and steel beam [J]. Engineering Mechanics, 2008, 25(2): 122―131. (in Chinese)
[28]
J, Thambiratnam D, Perera N. Cyclic behaviour of concrete filled steel tubular column to steel beam connections [J]. Engineering Structures, 2002, 24: 29―38.
[29]
50011-2010, 建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.
[30]
GB 50011-2010, Code for seismic design of buildings [S]. Beijing: Chinese Building Industry Press, 2010. (in Chinese)
[31]
C T, Hwang P S, Lu L Y, Chung L L. Connection behavior of steel beam to concrete-filled circular steel tubes [C]. Proceeding of 6th ASCCS Conference. Los Angeles, USA: University of California, 2000: 81―589.
