1 M. Tahamouli Roudsari, "The Effect of Stiffener on Behavior of Reduced Beam Section Connections in Steel Moment-Resisting Frames" 한국강구조학회 15 (15): 827-834, 2015
2 American Society for Testing and Materials (ASTM), "Standard test methods and definitions for mechanical testing of steel products, ASTM Standard A370-02"
3 American Institute of Steel Construction (AISC), "Seismic provisions for structural steel buildings, ANSI/AISC 341-10"
4 Seyed Rasoul Mirghaderi, "Seismic performance of the Accordion-Web RBS connection" Elsevier BV 66 (66): 277-288, 2010
5 Sang Whan Han, "Rotation capacities of reduced beam section with bolted web (RBS-B) connections" Elsevier BV 70 : 256-263, 2012
6 Lee C. H., "Review of composite slab effect on seismic performance of welded steel moment connections" 117 : 91-100, 2016
7 Pachoumis DT, "Reduced beam section moment connections subjected to cyclic loading: Experimental analysis and FEM simulation" 31 (31): 216-223, 2009
8 A. Deylami, "Promotion of cyclic behavior of reduced beam section connections restraining beam web to local buckling" Elsevier BV 73 : 112-120, 2013
9 FEMA, "Prestandard and commentary for the seismic rehabilitation of buildings. Report FEMA356" Federal Emergency Management Agency 2000
10 Atashzaban A., "Optimum drilled flange moment resisting connections for seismic regions" 112 : 325-338, 2015
1 M. Tahamouli Roudsari, "The Effect of Stiffener on Behavior of Reduced Beam Section Connections in Steel Moment-Resisting Frames" 한국강구조학회 15 (15): 827-834, 2015
2 American Society for Testing and Materials (ASTM), "Standard test methods and definitions for mechanical testing of steel products, ASTM Standard A370-02"
3 American Institute of Steel Construction (AISC), "Seismic provisions for structural steel buildings, ANSI/AISC 341-10"
4 Seyed Rasoul Mirghaderi, "Seismic performance of the Accordion-Web RBS connection" Elsevier BV 66 (66): 277-288, 2010
5 Sang Whan Han, "Rotation capacities of reduced beam section with bolted web (RBS-B) connections" Elsevier BV 70 : 256-263, 2012
6 Lee C. H., "Review of composite slab effect on seismic performance of welded steel moment connections" 117 : 91-100, 2016
7 Pachoumis DT, "Reduced beam section moment connections subjected to cyclic loading: Experimental analysis and FEM simulation" 31 (31): 216-223, 2009
8 A. Deylami, "Promotion of cyclic behavior of reduced beam section connections restraining beam web to local buckling" Elsevier BV 73 : 112-120, 2013
9 FEMA, "Prestandard and commentary for the seismic rehabilitation of buildings. Report FEMA356" Federal Emergency Management Agency 2000
10 Atashzaban A., "Optimum drilled flange moment resisting connections for seismic regions" 112 : 325-338, 2015
11 Wei-Ming Chi, "Inelastic analyses of a 17-story steel framed building damaged during Northridge" Elsevier BV 20 (20): 481-495, 1998
12 Righiniotis TD, "Fracture reliability of a typical Northridge steel moment resisting connection" 26 (26): 381-390, 2004
13 Shi G, "Experimental and modeling study of high-strength structural steel under cyclic loading" 37 : 1-13, 2012
14 Sang-Whan Han, "Design equations for moment strength of RBS-B connections" Elsevier BV 65 (65): 1087-1095, 2009
15 Aboozar Saleh, "Cyclic testing of tubular web RBS connections in deep beams" Elsevier BV 117 : 214-226, 2016
16 Pachoumis DT, "Cyclic performance of steel moment-resisting connections with reduced beam sections-experimental analysis and finite element model simulation" 32 (32): 2683-26926, 2010
17 Sean Wilkinson, "A moment resisting connection for earthquake resistant structures" Elsevier BV 62 (62): 295-302, 2006
18 American Institute of Steel Construction, "(ANSI/AISC 358-05). Prequalified connections for special and intermediate steel moment frames for seismic applications"