3Schneider S P,Alostaz Y M.Experimental behavior of connections to concrete-filled steel tubes[J].Joumal of Constructional Steel Research,1998,45(3):321-352.
4Fujimoto T,Inai E,Kai M,et al.Behavior of beam-to-column connection of CFT column system[C/CD]//The 12th WCEE,2000,No.2197
5Nishiyama I,Fujimoto T,Fukumoto T,et al.Inelastic forcedeformation response of joint shear panels in beam-column moment connections to concrete-filled tubes[J].Journal of Structural Engineering,2004,130 (2):244-252
6Shim J S,Han D J,Kim K S.An Experimental study on the structural behaviors of H-shaped steel beam-to-concrete filled steel square tubular column connections[C] // Building for the 21st Century,Griffith University Gold Coast Campus,Australia,1995:41-48
7ATC-24.Guidelines for cyclic seismic testing of components of steel structures[S].Redwood City (CA):Applied Technology Council,1992
8Hasan R,Kishi N,Chen W F.A new nonlinear connection classification system[J].Journal of Constructional Steel Research,1998,47 (8):119-140
9AIJ.Recommendations for design and construction of concrete filled steel tubular structures (AIJ 1997)[S]