[1] SAC Hinge Venture. (2000). cyclic response of RBS moment connections: loading sequence and lateral bracing effects. Rep. No. SAC/BD-00/22.
[2] FEMA-350, Federal Emergency Management Agency. (2000). Recommended seismic design criteria for new steel moment frame buildings. Washington DC
[3] Shen, J., Kitjasateanphun, T., Srivanich, W. (2000). Seismic performance of steel moment frames with reduced beam sections. Engineering Structures, 22(8), 968–983.
[4] Atashzaban, A., Hajirasouliha, I., Jazany, R. A., and Izadinia, M. (2015). Optimum drilled flange moment resisting connections for seismic regions. Journal of Constructional Steel Research, 112, 325-338.
[5] Roudsari, M. T., and 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.
[6] 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(3), 214–226.
[7] Ohsaki, M. Tagawa, H., Pan, P. (2009). Shape optimization of reduced beam section under cyclic loads. Journal of Constructional Steel Research, 65(7), 1511–1519.
[8] Sang, W. H, Ki-Hoon M., Seong-Hoon H., Bozidar S. (2012). Rotation capacities of reduced beam section with bolted web (RBS-B) connections. Journal of Constructional Steel Research, 70(1), 256–263.
[9] Hedayat, A., Murude C. (2009). Post-Northridge connection with modified beam end configuration to enhance strength and ductility. Journal of Constructional Steel Research, 65(7), 1413-1430
[10]Keunyeong, O. (2015). Seismic performance evaluation of weak axis column-tree moment connections with reduced beam section. Journal of Constructional Steel Research, 105(1), 28-38.
[11] Fema 547, Federal Emergency Management Agency. (2006). Techniques for the Seismic Rehabilitation of Existing Buildings. Washington DC.
[12] Civjan, M., Engelhardt, D. and Gross, J. (2000). Retrofit of Pre-Northridge Moment-Resisting Connections. Journal of Structural Engineering, 4(3), 445- 452.
[13] Brandon, Chi. Uang, Ch. and Chen, A. (2006). Seismic rehabilitation of pre-Northridge steel moment connections: A case study. Journal of Constructional Steel Research, 62(8), 783-792.
[14] Civjan, A., Engelhardt, M. D. (2001) .Slab effects in SMRF retrofit connection tests. Journal of structural engineering, 127 (3), 230-237.
[15] Morrison, M., Schweizer, D. Tasnim, H.. (2015). an innovative seismic performance enhancement technique for steel building moment resisting connections. Journal of Constructional Steel Research, 109(2), 34–46.
[16] ABAQUS/PRE. (1997). Users manual. Hibbit, Karlsson and Sorensen Inc.
[17] FEMA-355D, Federal Emergency Management Agency. (2000). State of the art report on connection performance. Washington DC.
[18] Azuma, K., Kurobane, Y., & Makino, Y. (2000). Cyclic testing of beam-to-column connections with weld defects and assessment of safety of numerically modeled connections from brittle fracture. Engineering Structures, 22(12), 1596-1608.