[1] (FEMA) FEMA. State of the art report on connection performance 2000.
[2] Youssef NFG, Bonowitz D, Gross JL. A survey of steel moment-resisting frame buildings affected by the 1994 Northridge earthquake. US National Institute of Standards and Technology; 1995.
[3] Miller DK. Lessons learned from the Northridge earthquake. Eng Struct 1998;20:249–60. doi:10.1016/S0141-0296(97)00031-X.
[4] Plumier A. Behaviour of connections. J Constr Steel Res 1994;29:95–119. doi:10.1016/0143-974X(94)90058-2.
[5] Plumier A. New idea for safe structures in seismic zones. IABSE Symp. Struct. Incl. New Mater., 1990.
[6] Chambers JJ, Almudhafar S, Stenger F. Effect of Reduced Beam Section Frame Elements on Stiffness of Moment Frames. J Struct Eng 2003;129:383–93. doi:10.1061/(ASCE)0733-9445(2003)129:3(383).
[7] Zhang X, Ricles JM. Experimental Evaluation of Reduced Beam Section Connections to Deep Columns. J Struct Eng 2006;132:346–57. doi:10.1061/(ASCE)0733-9445(2006)132:3(346).
[8] Montuori R. The Influence of Gravity Loads on the Seismic Design of RBS Connections. Open Constr Build Technol J 2014;8:248–61. doi:10.2174/1874836801408010248.
[9] Jones SL, Fry GT, Engelhardt MD. Reduced beam section welded steel moment frames. 12th world Conf. Earthq. Eng. Auckland, New Zealand, Pap., vol. 1671, 2000.
[10] Sofias C, Tzourmakliotou D. Reduced Beam Section (RBS) Moment Connections-Analytical Investigation Using Finite Element Method. Civ Eng J 2018;4:1240. doi:10.28991/cej-0309170.
[11] British Standards Institution. Eurocode 8: Design of structures for earthquake resistance Part 3: Assessment and retrofitting of buildings. London: British Standards Institution. 11 January 2006 n.d.
[12] Lee C-H, Jeon S-W, Kim J-H, Uang C-M. Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections. J Struct Eng 2005;131:1854–65. doi:10.1061/(ASCE)0733-9445(2005)131:12(1854).
[13] American Institute of Steel Construction. ANSI/AISC 358-16. Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, including Supplement No. 1. Chicago, USA: American Institute of Steel Construction n.d.
[14] Lee CH, Jeon SW, Kim JH, Kim JH, Uang CM. Seismic performance of reduced beam section steel moment connections: effects of panel zone strength and beam web connection method. 13th World Conf. Earthq. Eng., 2004, p. 1–6.
[15] American Institute of Steel Construction. ANSI/AISC 341-16. Seismic Provisions for Structural Steel Buildings. Chicago, USA: American Institute of Steel Construction n.d.
[16] IDEA Statica. General theoretical background. Retrieved from https://www.ideastatica.com
[17] Landolfo R, Mazzolani FM, Dubina D, da Silva LS, d’Aniello M. Design of Steel Structures for Buildings in Seismic Areas: Eurocode 8: Design of Steel Structures in Seismic Areas. General Rules and Rules for Buildings, ECCS; 2017.