Author(s)
|
Year
|
Publication
|
Reference
|
Links
|
Alostaz & Schneider |
1996 |
Journal of Constructional Steel Research |
Alostaz, Y. M. and Schneider, S. P. (1996). “Analytical Behavior of Connections to Concrete-Filled Steel Tubes,” Journal of Constructional Steel Research, Vol. 40, No. 2, pp. 95-127. doi:10.1016/S0143-974X(96)00047-8 |
|
Azizinamini et al. |
1992 |
Proceedings of the SSRC Annual Technical Meeting |
Azizinamini, A., Prakash, B., Prishtina, B., and Salmon, D. C. (1992). “Through Connection Detail for Composite Columns in Highrise Buildings,” Proceedings of the SSRC Annual Technical Meeting, Pittsburgh, Pennsylvania, April 6-7, 1992, Structural Stability Research Council, Bethlehem, Pennsylvania, pp. 225-236. |
|
Bai, Nie, & Cai |
2008 |
Journal of Structural Engineering |
Bai, Y., Nie, J., and Cai, C. S. (2008). “New Connection System for Confined Concrete Columns and Beams. II: Theoretical Modeling.” Journal of Structural Engineering, 134(12), 1800–1809. doi:10.1061/(ASCE)0733-9445(2008)134:12(1800) |
|
Beutel, Thambiratnam, & Perera |
2001 |
Engineering Structures |
Bai, Y., Nie, J., and Cai, C. S. (2008). “New Connection System for Confined Concrete Columns and Beams. II: Theoretical Modeling.” Journal of Structural Engineering, 134(12), 1800–1809. doi:10.1061/(ASCE)0733-9445(2008)134:12(1800) |
|
Beutel, Thambiratnam, & Perera |
2002 |
Engineering Structures |
Beutel, J., Thambiratnam, D., and Perera, N. (2002). “Cyclic Behaviour of Concrete Filled Steel Tubular Column to Steel Beam Connections,” Engineering Structures, Vol. 24, pp. 29-38. doi:10.1016/S0141-0296(01)00083-9 |
|
Cheng & Chung |
2003 |
Journal of Constructional Steel Research |
Cheng, C.-T. and Chung, L.-L. (2003). "Seismic Performance of Steel Beams to Concrete-filled Steel Tubular Column Connections," Journal of Constructional Steel Research, 59(3), p. 405-426. doi:10.1016/S0143-974X(02)00033-0 |
|
Cheng, Chan & Chung |
2007 |
Journal of Constructional Steel Research |
Cheng, C.-T., Chan, C.-F., and Chung, L.-L. (2007). "Seismic Behavior of Steel Beams and CFT Column Moment-Resisting Connections with Floor Slabs," Journal of Constructional Steel Research, 63(11), p. 1479-1493. doi:10.1016/j.jcsr.2007.01.014 |
|
Cheng, Hwang, & Chung |
2000 |
Proceedings of the Sixth ASCCS International Conference on Steel-Concrete Composite Structures |
Cheng, C., Hwang, P., and Chung, L. (2000). “Connection Behaviors of Steel Beam to Concrete-Filled Circular Steel Tubes,” Composite and Hybrid Structures, Proceedings of the Sixth ASCCS International Conference on Steel-Concrete Composite Structures, Xiao, Y. and Mahin, S. A. (eds.), Los Angeles, California, March 22-24, 2000, Association for International Cooperation and Research in Steel-Concrete Composite Structures, Los Angeles, California, pp. 581-589. |
|
Dunberry, LeBlanc, & Redwood |
1987 |
Canadian Journal of Civil Engineering |
Dunberry, E., LeBlanc, D., and Redwood, R. G. (1987). “Cross-Section Strength of Concrete-Filled HSS Columns at Simple Beam Connections,” Canadian Journal of Civil Engineering, Vol. 14, pp. 408-417. |
|
Elremaily & Azizinamini |
2001 |
Journal of Constructional Steel Research |
Elremaily, A. and Azizinamini, A. (2001). "Experimental Behavior of Steel Beam to CFT Column Connections," Journal of Constructional Steel Research, 57(10), p. 1099-1119. doi:10.1016/S0143-974X(01)00025-6 |
|
France, Davison, & Kirby |
1996 |
Proceedings of the Seventh International Symposium on Tubular Structures |
France, J. E., Davison, J. B., and Kirby, P. A. (1996). “Experimental Testing of Flowdrill Connectors with Concrete-Filled SHS Columns,” Tubular Structures VII, Proceedings of the Seventh International Symposium on Tubular Structures, Farkas J. and Jarmai, K. (eds.), University of Miskolc, Hungary, August 28-30, 1996, pp. 333-340. |
|
France, Davison, & Kirby |
1999 |
Journal of Constructional Steel Research |
France, J. E., Davison, J. B., and Kirby, P. A. (1999a). “Strength and Rotational Response of Moment Connections to Tubular Columns Using Flowdrill Connectors” Journal of Constructional Steel Research, Vol. 50, pp. 1-14. doi:10.1016/S0143-974X(98)00235-1 |
|
France, Davison, & Kirby |
1999 |
Journal of Constructional Steel Research |
France, J. E., Davison, J. B., and Kirby, P. A. (1999b). “Strength and Rotational Stiffness of Simple Connections to Tubular Columns using Flowdrill Connectors.” Journal of Constructional Steel Research, 50(1), 15–34. doi:10.1016/S0143-974X(98)00236-3 |
|
France, Davison, & Kirby |
1999 |
Journal of Constructional Steel Research |
France, J. E., Davison, J. B., and Kirby, P. A. (1999c). “Moment Capacity and Rotational Stiffness of Endplate Connections to Concrete-filled Tubular Columns with Flowdrilled Connectors” Journal of Constructional Steel Research, Vol. 50, pp. 35-48. doi:10.1016/S0143-974X(98)00237-5
|
|
Fujimoto et al. |
2000 |
Proceedings of the Sixth ASCCS International Conference on Steel-Concrete Composite Structures |
Fujimoto, T., Inai, E., Tokinoya, H., Kai, M., Mori, K., Mori, O., and Nishiyama, I. (2000). “Behavior of Beam-To-Column Connection of CFT Column System Under Seismic Force,” Composite and Hybrid Structures, Proceedings of the Sixth ASCCS International Conference on Steel-Concrete Composite Structures, Xiao, Y. and Mahin, S. A. (eds.), Los Angeles, California, March 22-24, 2000, Association for International Cooperation and Research in Steel-Concrete Composite Structures, Los Angeles, California, pp. 557-564. |
|
Fukumoto & Morita |
2000 |
Proceedings of the Sixth ASCCS International Conference on Steel-Concrete Composite Structures |
Fukumoto, T. and Morita K. (2000). “Elasto Plastic Behavior of Steel Beam to Square Concrete Filled Steel Tube(CFT) Column Connections,” Composite and Hybrid Structures, Proceedings of the Sixth ASCCS International Conference on Steel-Concrete Composite Structures, Xiao, Y. and Mahin, S. A. (eds.), Los Angeles, California, March 22-24, 2000, Association for International Cooperation and Research in Steel-Concrete Composite Structures, Los Angeles, California, pp. 565-572. |
|
Hsu & Lin |
2006 |
Journal of Constructional Steel Research |
Hsu, H. L., and Lin, H. W. (2006). “Improving Seismic Performance of Concrete-Filled Tube to Base Connections.” Journal of Constructional Steel Research, 62(12), 1333–1340. doi:10.1016/j.jcsr.2006.02.002 |
|
Kamba, Kanatani, & Tabuchi |
1991 |
Proceedings of the Third International Conference on Steel-Concrete Composite Structures |
Kamba, T., Kanatani, H., and Tabuchi, M. (1991). “Strength and Rigidity of Joint Panel of Concrete Filled CHS Column-to-Beam Connections,” Proceedings of the Third International Conference on Steel-Concrete Composite Structures,” Wakabayashi, M. (ed.), Fukuoka, Japan, September 26-29, 1991, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 189-194. |
|
Kawano & Matsui |
1997 |
Composite Construction in Steel and Concrete III |
Kawano, A. and Matsui, C. (1997). “New Connections Using Vertical Stiffeners Between H-Shaped Beams and Hollow or Concrete-Filled Square Tubular Columns,” Composite Construction in Steel and Concrete III, Buckner, C. D. and Shahrooz, B. M. (eds.), Proceedings of the Engineering Foundation Conference, Irsee, Germany, June 9-14, 1996, American Society of Civil Engineers, New York, New York, pp. 172-185. |
|
Kingsley et al. |
2005 |
International Journal of Steel Structures |
Kingsley, A., Williams, T., Lehman, D., and Roeder, C. (2005). "Experimental Investigation of Column-to-Footing Connections for High-Strength Vanadium Steel Concrete Filled Tube Construction," International Journal of Steel Structures, 5, 377-387. |
|
Kingsley et al. |
2005 |
International Journal of Steel Structures |
Kingsley, A., Williams, T., Lehman, D., and Roeder, C. (2005). "Experimental Investigation of Column-to-Footing Connections for High-Strength Vanadium Steel Concrete Filled Tube Construction," International Journal of Steel Structures, 5, 377-387. |
|
Lee, Kim, & Song |
2008 |
Journal of Constructional Steel Research |
Lee, C.-H., Kim, J.-W., and Song, J.-G. (2008). “Punching Shear Strength and Post-Punching Behavior of CFT Column to RC Flat Plate Connections.” Journal of Constructional Steel Research, Vol. 64, No. 4, pp. 418-428. doi:10.1016/j.jcsr.2007.08.003 |
|
Lehman and Roeder |
2012 |
Journal of Constructional Steel Research |
Lehman, D. E., and Roeder, C. W. (2012). “Foundation Connections for Circular Concrete-filled Tubes.” Journal of Constructional Steel Research, 78, 212–225. doi:10.1016/j.jcsr.2012.07.001 |
|
MacRae et al. |
2004 |
Journal of Structural Engineering |
MacRae, G., Roeder, C. W., Gunderson, C., and Kimura, Y. (2004). “Brace-Beam-Column Connections for Concentrically Braced Frames with Concrete Filled Tube Columns,” Journal of Structural Engineering, ASCE, Vol. 130, No. 2, February, pp. 233-243. doi:10.1061/(ASCE)0733-9445(2004)130:2(233) |
|
Nie, Bai, & Cai |
2008 |
Journal of Structural Engineering |
Nie, J., Bai, Y., and Cai, C. S. (2008). “New Connection System for Confined Concrete Columns and Beams. I: Experimental Study.” Journal of Structural Engineering, 134(12), 1787–1799. doi:10.1061/(ASCE)0733-9445(2008)134:12(1787)
|
|
Nie, Qin, & Cai |
2008 |
Journal of Structural Engineering |
Nie, J., Qin, K., and Cai C.S. (2008). "Seismic Behavior of Connections Composed of CFSSTCs and Steel-concrete Composite Beams - Finite Element Analysis," Journal of Constructional Steel Research, 64 (6), pp. 680-688. doi:10.1016/j.jcsr.2007.12.003 |
|
Nie, Qin, & Cai |
2008 |
Journal of Structural Engineering |
Nie, J., Qin, K., and Cai C.S. (2008). "Seismic Behavior of Connections Composed of CFSSTCs and Steel-concrete Composite Beams-experimental Study," Journal of Constructional Steel Research, 64 (10), pp. 1178-1191. doi:10.1016/j.jcsr.2007.12.004 |
|
Nishiyama et al. |
2004 |
Journal of Structural Engineering |
Nishiyama, I., Fujimoto, T., Fukumoto, T., and Yoshioka, K. (2004). “Inelastic Force-Deformation Response of Joint Shear Panels in Beam-Column Moment Connections to Concrete-Filled Tubes.” Journal of Structural Engineering, 130(2), 244–252. doi:10.1061/(ASCE)0733-9445(2004)130:2(244) |
|