Morino, Sh., Uchikoshi, M., Yamaguchi, I. (2001). Concrete-filled steel tube column system-its advantages. Journal of steel structures, Vol. 1, pp. 33-44.
 Ying, W. (2006). Development of new CFT columns-CFT beam Frame Structure using Self-compacting Concrete. Kochi University of Technology, Japan.
 Kurobane, Y., Packer, JA., Wardenier, J., Yeomans, N. (2004). Design guide for structural hollow section column connections. CIDECT Design Guide. No. 9, Koln Germany: CIDECT and Verlag TUV Rheinland GmbH.
 Elremaily, A., Azizinamini, A. (2001). Experimental behavior of steel beam to CFT column connections. Journal of constructional steel research, Vol. 57, No. 10, pp. 1099-1119.
 Azizinamini, A., Schneider, SP. (2004). Moment Connections to Circular Concrete-Filled Steel Tube Columns. Journal of Structural engineering, Vol. 130, No. 2, pp. 213-224.
 Wang, JF., Hanb, LH., Uy, b. (2009). Behavior of flush end plate joints to concrete-filled steel tubular columns. Journal of constructional steel research, Vol. 65, pp. 925-939.
 Sheet, L., Gunasekaran, U., MacRae, G. (2013). Experimental investigation of CFT column to steel beam connections under cyclic loading. Journal of constructional steel research, Vol. 86, pp. 167-182.
 Arabnejad Khanouki, M.M., Ramli Sulong, N.H., Shariati, M., Tahir, M.M. (2016). Investigation of through beam connection to concrete filled circular steel tube (CFCST) column. Journal of constructional steel research, Vol. 121, pp. 144-162.
 Mirghaderi, S.R., Bakhshayesh Eghbali, N., Ahmadi, M.M., (2016). Moment-connection between continuous steel beams and reinforced concrete column under cyclic loading. Journal of Constructional Steel Research, Vol. 118, pp. 105-119.
 Zeinizadeh Jeddi, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. (2017). Seismic performance of a new through rib stiffener beam connection to concrete-filled steel tubular columns: An experimental study. Journal of Engineering Structures, Vol. 131, pp. 477-491.
 Ahmadi, M.M., Mirghaderi, R. (2019). Experimental studies on through-plate moment connection for beam to HSS/CFT column, Journal of constructional steel research, Vol. 161, pp. 154-170.
 Zhou, X., Liu, J., Cheng, G., Gan, D., Chen, Y. (2020). New connection system for circular tubed reinforced concrete columns and steel beams. Journal of Engineering Structures, Vol. 214, pp. 235-249.
 ABAQUS user’s manual, revision 2017, Swanson Analysis Systems Inc.
 ACI-318. (2008). Building Code Requirements for Structural Concrete and Commentary.
 ENV1992-1-1. (1992) Eurocode-2: Design of Concrete Structures, Part 1: General Rules and Rules for Building. CEN.
 Gupta, PK., Sarda, SM., Kumar, MS. (2007). Experimental and computational study of concrete filled steel tubular columns under axial loads. Journal of constructional steel research, Vol. 63, pp. 182-193.
 Ellobodya, E., Youngb, B., Lam, D. (2006). Behavior of normal and high strength concrete-filled compact steel tube circular stub columns. Journal of Constructional Steel Research, Vol. 62, pp. 706–715.
 Kmiecik, P., Kamirminski, M. (2011). Modeling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration. Archives of civil and mechanical engineering, Vol. XI, No.3.
 Nie, J., Qin, K., Cai, C.S. (2008). Seismic behavior of connections composed of CFSSTCs and steel-concrete composite beams-finite element analysis. Journal of constructional steel research, Vol. 64, pp. 680-688.
 ANSI/AISC 360-16. (2016). Seismic provisions for structural steel buildings. Chicago, IL: American Institute of Steel Construction.
 Park, R., (1989). Evaluation of ductility of structures and structural assemblages from laboratory testing. Journal of the New Zealand national society for earthquake engineering, Vol. 22, No. 3, pp. 155-166.