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2 Farmani, M., "Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins" 135 : 30-48, 2017
3 Mirghaderi, S. R., "Seismic performance of the accordion-web RBS connection" 66 (66): 277-288, 2010
4 Oh, S. -H., "Seismic performance of steel structures with slit dampers" 31 (31): 1997-2008, 2009
5 Saffari, H., "Post-northridge connections with slit dampers to enhance strength and ductility" 80 : 138-152, 2013
6 Maleki, S., "Numerical study of slotted-web–reduced-flange moment connection" 69 : 1-7, 2016
7 Fanaie, N., "Numerical study of slotted web drilled flange moment frame connection" 1 : 16-23, 2015
8 Hassanipour, A., "Numerical investigation on reduced beam web section moment connections under the effect of cyclic loading" 119 : 2054-2061, 2015
9 Che Chou, C., "Internal flange stiff ened moment connections with low- damage capability under seismic loading" 87 : 38-47, 2013
10 Vasdravellis, G., "Finite element models and cyclic behavior of self-centering steel post- tensioned connections connections with web hourglass pins" 52 : 1-16, 2013
1 Kӧroğlu, M., "Use of different shaped steel slit dampers in beam to column connections of steel frames under cycling loading" 14 (14): 251-273, 2018
2 Farmani, M., "Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins" 135 : 30-48, 2017
3 Mirghaderi, S. R., "Seismic performance of the accordion-web RBS connection" 66 (66): 277-288, 2010
4 Oh, S. -H., "Seismic performance of steel structures with slit dampers" 31 (31): 1997-2008, 2009
5 Saffari, H., "Post-northridge connections with slit dampers to enhance strength and ductility" 80 : 138-152, 2013
6 Maleki, S., "Numerical study of slotted-web–reduced-flange moment connection" 69 : 1-7, 2016
7 Fanaie, N., "Numerical study of slotted web drilled flange moment frame connection" 1 : 16-23, 2015
8 Hassanipour, A., "Numerical investigation on reduced beam web section moment connections under the effect of cyclic loading" 119 : 2054-2061, 2015
9 Che Chou, C., "Internal flange stiff ened moment connections with low- damage capability under seismic loading" 87 : 38-47, 2013
10 Vasdravellis, G., "Finite element models and cyclic behavior of self-centering steel post- tensioned connections connections with web hourglass pins" 52 : 1-16, 2013
11 Köken, A., "Experimental study on beam-to-column connections of steel frame structures with steel slit dampers" 29 : 04014066-, 2015
12 Tanaka, N., "Evaluation of maximum strength and optimum haunch length of steel beam-end with horizontal haunch" 25 : 229-239, 2003
13 Morshedi, M., "Double reduced beam section connection" 138 : 283-297, 2017
14 Vasdravellis, G., "Design rules, experimental evaluation, andfracture models for high-strength and stainless steel hourglass shape energy dissipation devices" 140 (140): 04014087-, 2014
15 Engelhardt, M. D., "Cyclic- loading performance of welded flange-bolted web connections" 119 : 3537-3550, 1993
16 Saleh, A., "Cyclic testing of tubular web RBS connections in deep beams" 117 : 214-226, 2016
17 Stoakes, C., "Cyclic flexural analysis and behavior of beam-column connections with gusset plates" 72 : 227-239, 2012
18 Chih Chen, C., "Behavior of steel moment connections with a single flange rib" 25 : 1419-1428, 2003
19 Rahnavard, R., "Analytical study on new types of reduced beam section moment connections aff ecting cyclic behavior" 3 : 33-51, 2015
20 Morrison, M., "An innovative seismic performance enhancement technique for steel building moment resisting connections" 109 : 34-46, 2015
21 "AISC 341–10. Seismic provisions for structural, steel buildings"
22 Banisheikholeslami, A., "A beamto-column connection with visco- hysteretic dampers for seismic damage control" 117 : 185-195, 2016