1 Krawinkler, H., "Shear in beam shear in beam-column joints in seismic design of steel frames" 15 (15): 82-91, 1978
2 Qin, Y., "Seismic behavior of through-diaphragm connections between CFRT columns and steel beams-experimental study" 10 (10): 351-371, 2014
3 Nie, J., "Seismic behavior of connections composed of CFSSTCs and steel–concrete composite beamsexperimental study" 64 (64): 1178-1191, 2008
4 Nie, J., "Seismic behavior of connections composed of CFSSTCs and steel–concrete composite beams-finite element analysis" 64 (64): 680-688, 2008
5 Tao, M., "Quantitative evaluation of deformation mechanism and failure modes for composite joints" 49 (49): 61-68, 2016
6 Kim, K. D., "Monotonic and cyclic loading models for panel zones in steel moment frames" 58 (58): 605-635, 2002
7 Pan, L., "Modified formula for calculating elastic stiffness of panel zone in h-shaped beam-column connections" 33 (33): 68-74, 2016
8 Nishiyama, I., "Inelastic force-deformation response of joint shear panels in beamcolumn moment connections to concrete-fi lled tubes" 130 (130): 244-252, 2004
9 "GB/T 228-2010. Metallic Materials at Room Temperature Tensile Test Method"
10 Rong, B., "Flexural capacity formula of diaphragm-through joints of concretefi lled square steel tubular columns" Transactions of Tianjin University 1-9, 2017
1 Krawinkler, H., "Shear in beam shear in beam-column joints in seismic design of steel frames" 15 (15): 82-91, 1978
2 Qin, Y., "Seismic behavior of through-diaphragm connections between CFRT columns and steel beams-experimental study" 10 (10): 351-371, 2014
3 Nie, J., "Seismic behavior of connections composed of CFSSTCs and steel–concrete composite beamsexperimental study" 64 (64): 1178-1191, 2008
4 Nie, J., "Seismic behavior of connections composed of CFSSTCs and steel–concrete composite beams-finite element analysis" 64 (64): 680-688, 2008
5 Tao, M., "Quantitative evaluation of deformation mechanism and failure modes for composite joints" 49 (49): 61-68, 2016
6 Kim, K. D., "Monotonic and cyclic loading models for panel zones in steel moment frames" 58 (58): 605-635, 2002
7 Pan, L., "Modified formula for calculating elastic stiffness of panel zone in h-shaped beam-column connections" 33 (33): 68-74, 2016
8 Nishiyama, I., "Inelastic force-deformation response of joint shear panels in beamcolumn moment connections to concrete-fi lled tubes" 130 (130): 244-252, 2004
9 "GB/T 228-2010. Metallic Materials at Room Temperature Tensile Test Method"
10 Rong, B., "Flexural capacity formula of diaphragm-through joints of concretefi lled square steel tubular columns" Transactions of Tianjin University 1-9, 2017
11 Ruoyu Zhang, "Flexural bearing capacity of diaphragm-through joints of concrete-filled square steel tubular columns" 국제구조공학회 20 (20): 487-500, 2016
12 Qin, Y., "Experimental seismic behavior of through-diaphragm connections to concrete-fi lled rectangular steel tubular columns" 93 (93): 32-43, 2014
13 Elghazouli, A. Y., "Experimental monotonic and cyclic behavior of blind-bolted angle connections" 31 (31): 2540-2553, 2009
14 Fukumoto, T., "Elastoplastic behavior of panel zone in steel beam-to-concrete fi lled steel tube column moment connections" 131 (131): 1841-1853, 2005
15 Shi, G., "Calculational method of shear deformation for beam-to-column connection panel zone in steel frames" 36 (36): 462-466, 2006
16 Wu, L., "Calculation method for the shear bearing capacity of diaphragm-through connections" 20 (20): 906-916, 2017