[1] FEMA-355D. State of the art report on connection performance. Washington (DC): Federal Emergency Management Agency; 2000.
[2] Nakashima, M., Roeder, C. W., & Maruoka, Y. (2000). Steel moment frames for earthquakes in United States and Japan. Journal of Structural Engineering, 126(8), 861-868.
[3] Sherman, D. R. (1996). Designing with structural tubing. Engineering Journal-American Institute of Steel Construction, 33, 101-109.
[4] Sui, W., & Yamanari, M. (2007). Evaluation of the characteristics of external diaphragm connections with steel CHS columns and wide-flange steel beams. In Proceedings of 8th Pacific Structural Steel Conference: Steel Structures in Natural Hazards, PSSC 2007 (No. 2, pp. 123-129). The Pacific Council of Structural Steel Associations.
[5] W.N.sui,T.otsuka,M.yamanari. (2008) .Seismic Design requirement of steel frames with external diaphragm connections.the 14th world conference on earthquake engineering October 12-17.Beijing, china.
[6] Wang, W., Chen, Y. Y., Li, W. Q., & Chen, X. (2009). Welded tubular column to H-beam connections: three dimensional cyclic tests. In Proceedings of the 6th International Conference on Behavior of Steel Structures in Seismic Areas, Philadelphia (pp. 457- 463).
[7] Sui, W. N., & Chen, Y. Y. (2010). Behavior of External diaphragm connection of CHS column with H-shaped beams. Tubular Structues, 12, 167-174.
[8] Wang, W., Chen, Y., Li, W., & Leon, R. T. (2011). Bidirectional seismic performance of steel beam to circular tubular column connections with outer diaphragm. Earthquake engineering & structural dynamics, 40(10), 1063-1081.
[9] Zhang, D., Gao, S., & Gong, J. (2012). Seismic behaviour of steel beam to circular CFST column assemblies with external diaphragms. Journal of Constructional Steel Research, 76, 155-166.
[10] Fadden, M., & McCormick, J. (2013). Evaluation of HSS-to-HSS moment connections for seismic applications. In Structures Congress 2013: Bridging Your Passion with Your Profession (pp. 2334-2345).
[11] Qin, X., Wang, W., Chen, Y., & Bao, Y. (2015). Experimental study of through diaphragm connection types under a column removal scenario. Journal of Constructional Steel Research, 112, 293-304.
[12] Yang, C., Yang, J. F., Su, M. Z., & Liu, C. Z. (2016). Numerical study on seismic behaviours of ConXL biaxial moment connection. Journal of Constructional Steel Research, 121, 185-201.
[13] Yang, Z., Deng, H., & Hu, X. (2018). Strength of longitudinal X-type plate-to-circular hollow section (CHS) connections reinforced by external ring stiffeners. Thin-Walled Structures, 131, 500-518.
[14] Du, G. F., Bie, X. M., Li, Z., & Guan, W. Q. (2018). Study on constitutive model of shear performance in panel zone of connections composed of CFSSTCS and steel-concrete composite beams with external diaphragms. Engineering Structures, 155, 178-191.
[15] Yu, Y., Lan, L., Chen, Z., & Huang, J. (2019). Mechanical and seismic behaviors of bottom-flange-bolted upper-flange-welded through-diaphragm connections. Journal of Constructional Steel Research, 156, 86-95.
[16] Pachideh, G., & Gholhaki, M. (2019). Evaluation of Concrete Filled Steel Tube Column Confined with FRP. Journal of Testing and Evaluation, 48(6), 4343-4354.
[17] Pachideh, G., Gholhaki, M., & Moshtagh, A. (2020). Impact of Temperature Rise on the Seismic Performance of Concrete-Filled Double Skin Steel Columns with Prismatic Geometry. Journal of Testing and Evaluation, 49(4).
[18] Roudsari, M. T., Sohaei, S., Torkaman, M., Safaee, S. A., Tahmasebi, S., Mohammadi, S., & Ghiasvand, M. M. (2020). Presenting a new detail for the rigid connection between I-shaped beam and concrete-filled steel tube column with stiffened channel link. International Journal of Steel Structures, 20, 655–667.
[19] Tahamouli Roudsari, M., Sohaei, S., Torkaman, M., Alizadeh, A., Safaee, S., Haghaninia, A., & MohammadiMajd, M. (2021). Experimental investigation of I-shaped beam to circular column rigid connection with stiffened and non-stiffened channel link. Journal of Earthquake Engineering, 25(13), 2605-2627.
[20] Sohaei, S., Roudsari, M. T., & Memarzadeh, P. (2021). Numerical Investigation of I-Shaped Beam to Concrete Filled Tube Column Connection without Continuity Plate. International Journal of Steel Structures. DOI :10.1007/s13296-021-00554-2.
[21] Pachideh, G., Gholhaki, M., & Moshtagh, A. (2021). An Experimental Study on Cyclic Performance of the Geometrically Prismatic Concrete-Filled Double Skin Steel Tubular (CFDST) Columns. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 45(2), 629-638.
[22] American Society for Testing and Materials (ASTM) [2002] Standard test methods and definitions for mechanical testing of steel products, ASTM Standard A370-02, Philadelphia, PA.
[23] American Institute of Steel Construction, AISC. (2005). AISC 341- 05 Seismic Provisions for Structural Steel Buildings (Including Supplement No. 1), Inc, Chicago.
[24] Federal Emergency Management Agency, FEMA.(2000).Prestandard and commentary for the seismic rehabilitation of buildings. Report no. FEMA 356. Washington (DC); FEMA.
[25] American Institute of Steel Construction (ANSI/AISC 360-16). (2016). Specification for Structural Steel Buildings,Chicago, Illinois.