[1] Shen, Y. Christopoulos. C, Mansour, N. and Tremblay, R. (2011). Seismic Design and Performance of Steel Moment-Resisting Frames with Nonlinear Replaceable Links. Journal of Structural Engineering, 137(10), 1107–1117.
[2] Carter C. and Iwankiw N. (1998) Improved ductility in seismic steel moment frames with dogbone connections. Journal of Constructional Steel Research, 46, 448-461.
[3] Shen J., Kitjasateanphun T. and Srivanich W. (2000) Seismic performance of steel moment frames with reduced beam sections. Journal of Engineering Structures, 22(8), 968-983.
[4] Nabil, M. Shen, Y. Constantin, C. and Robert, T. (2008) experimental evaluation of nonlinear replaceable links in eccentrically braced frames and moment resisting frames. The 14th World Conference on Earthquake Engineering October ,12-17.
[5] Naghipour, M. Javadi N. Naghipour A. (2011). Investigation of RBS connection ductility in eccentrically braced frame. Procedia Engineering, 14, 743-752.
[6]. Tsavdaridis, K. D., Faghih, F., & Nikitas, N. (2014, October). Seismic evaluation of reduced web section (RWS) moment connections. In Proceedings of the Hellenic National Conference of Steel Structures. Leeds.
[7]. Saleh, A., Mirghaderi, S. R., & Zahrai, S. M. (2016). Cyclic testing of tubular web RBS connections in deep beams. Journal of Constructional Steel Research, 117, 214-226.
[8]. Roudsari, M. T., & Moradi, S. H. (2018). Experimental and numerical assessment of reduced IPE beam sections connections with box-stiffener. International Journal of Steel Structures, 18(1), 255-263.
[9] Dolatshahi, K. M., Gharavi, A., & Mirghaderi, S. R. (2018). Experimental investigation of slitted web steel moment resisting frame. Journal of Constructional Steel Research, 145, 438-448.
[10] Mahmoudi, F., & Tehrani, P. (2020). A Technique for Seismic Rehabilitation of Damaged Steel Moment Resisting Frames. Journal of Rehabilitation in Civil Engineering, 8(4), 106-117.
[11] AISC, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, AISC/ANSI 358-16, American Institute of Steel Construction (AISC), Chicago, IL, 2016.
[12] Sofias C. E., Kalfas C. N. & Pachoumis D. T. (2014). Experimental and FEM analysis of reduced beam section moment endplate connections under cyclic loading. Engineering Structures, 59, 320-329.
[13] Huang Y., Yi W., Zhang R., Xu M. (2014) Behavior and design modification of RBS moment connections with composite beams. Engineering Structures, 59, 39-48.
[14] Tawil, S., & Deierlein, G., (2001) Nonlinear analyses of mixed steel-concrete moment frames, I: beam-column element formulation. Journal of Structural Engineering, 127(6), 545-557.
[15] Mirghaderi, R., Torabian, S., Imanpour, A., (2010) Seismic performance of the Accordion-Web RBS connection. School of Civil Engineering, University of Tehran, P.O. Box 11365-4563, Tehran, Iran
[16] Pachoumis, D. T., Galoussis, E. G., Kalfas, C. N., & Christitsas, A. D. (2009). Reduced beam section moment connections subjected to cyclic loading: Experimental analysis and FEM simulation. Engineering Structures, 31(1), 216-223.