[1] C.C. Chen, C.C. Lin, C.L. Tsai, “Evaluation of Reinforced Connections Between Steel Beams and Box Columns”, Engineering Structures, Vol. 26, 2004, pp. 1889–1904.
[2] D.K. Miller, “Lessons Learned from The Northridge Earthquake”, Engineering Structures, Vol. 20, 1998, pp. 249-260.
[3] C.H. Lee, “Seismic Design of Rib-reinforced Steel Moment Connections Based on Equivalent Strut Model”, Structural Engineering, Vol. 128, 2002, pp. 1121-1129.
[4] M.D. Engelhardt, T.A. Sabol, “Reinforcing of Steel Moment Connections with Cover Plates Benefits and Limitations”, Engineering Structures, Vol. 20, 1998, pp. 510-520.
[5] FEMA-355D “State of the art report on connection performance”, SAC Joint Venture, Sacramento, California, Federal Emergency Management Agency, 2000.
[6] C.C. Chen, S.W. Chen, M.D. Chung, M.C. Lin, “Cyclic Behavior of Unreinforced and Rib-reinforced Moment Connections”, J Constr. Steel Res, Vol. 61, 2005, pp. 1– 21.
[7] M. Gholami, A. Deylami, M. Tehranizadeh, “Seismic Performance of Flange Plate Connections between Steel Beams and Box Columns”, J Constr Steel Res, Vol. 84, 2013, pp. 36-48.
[8] Z. Saneei Nia, A. Mazroi, M. Ghassemieh, “Cyclic Performance of Flange-plate Connection to Box Column with Finger Shaped Plate”, J Constr Steel Res, Vol. 101, 2014, pp. 207-223.
[9] Z. Saneei Nia, M. Ghassemieh, A. Mazroi, “WUF-W Connection Performance to Box Column Subjected to Uniaxial and Biaxial Loading”, J Constr Steel Res, Vol. 88, 2013, pp. 90-108.
[10] S.M. Adan, L.D. Reaveley, “The Reduced Beam Section Moment Connection Without Continuity Plates”, of 13th World Conference on Earthquake Engineering (13 WCCE), Vancouver, Canada, 2004.
[11] D.T. Pachoumis, E.G. Galoussis, C.N. Kalfas, A.D. Christitsas, “Reduced Beam Section Moment Connections Subjected to Cyclic Loading Experimental Analysis and FEM Simulation”, J Eng Struct, Vol. 31, 2009, pp. 216-223.
[12] A. Deylamy, A. MoslehiTabar, “Experimental Study on The Key Issues Affecting Cyclic Behaviour of Reduced Beam Section Moment Connection”, of 14th World Conference on Earthquake Engineering (14 WCCE), Beijing, China, 2008.
[13] K.H. Moon, B.Ch. Kim, S.H. Hwang, S.W. Han, “Seismic Performance Evaluation of the Steel Moment Frames with Reduced Beam Section Connections with Bolted Web”, of 5th International Symposium on Steel Structures, Seoul, Korea, 2009.
[14] D. Lignos, D. Kolios, E. Miranda, “Fragility Assessment of Reduced Beam Section Moment Connections”, J Struct Eng, Vol. 136, 2010, pp. 1140-1150.
[ 15 [ دفتر تدوین و ترویج مقررات ملی ساختمان، "مقررات ملی ساختمان: مبحث دهم )طرح و اجرای ساختمانهای فولادی("، چاپ
پنجم، نشر توسعه ایران، تهران، 1392 .
[16] S.A. Kulkani, G. Vesmawala, “Study of Steel Moment Connection with and Without Reduced Beam Section”, Case Studies in Structural Engineering, Vol. 1, 2014, pp. 26-31.
[17] Hibbit, Karlsson, Sorenson, “ABAQUS Theory Manual”, Pawtucket, RI, 2010.
[18] ATC-24, “Guidelines for Cyclic Seismic Testing of Components of Steel Structures for Buildings”, Report No. ATC-24, Applied Technology Council, Redwood City, CA, 1992.
[19] AWS,” Structural Welding Code-Seismic Supplement”, AWS D1.8/D1.8M, Miami, 2009.
[20] J.N. Arlkar, C.V.R. Murty, “Improved Truss Model for Design of Welded Steel Moment-Resisting Frame Connections”, J Struct Eng, Vol 130, 2004, pp. 498-510.
[21] AISC, “Seismic Provisions for Structural Steel Buildings”, Amerivan Institude of Steel Construction, Chicago, Illinois, 2010.