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1 Seyed Mohammad Hosseini, "Successive Collapse Potential of Eccentric Braced Frames in Comparison with Buckling-restrained Braces in Eccentric Configurations" 한국강구조학회 17 (17): 481-489, 2017
2 Aliakbari, F., "Seismic response modifi-cation factor for steel slit panel-frames" 15 (15): 427-436, 2019
3 Lian, M., "Seismic performance of high-strength steel fabricated eccentrically braced frame with vertical shear link" 137 (137): 262-285, 2017
4 Shujun Hu, "Seismic Analysis and Evaluation of Y-shaped EBF with an Innovative SSL-SSBC" 한국강구조학회 20 (20): 1026-1039, 2020
5 CSI, "SAP2000: Integrated software for structural analysis and design, Version 14.2.4-Analysis Reference Manual" Computers and Structures, Inc 2010
6 Abou-Elfath, H., "Response modification factors of buckling-restrained braced frames designed according to the Egyptian code" 57 (57): 2851-2864, 2018
7 Avanaki, M. J., "Response modification factors for seismic design of steel Fiber Reinforced Concrete segmental tunnels" 211 (211): 1042-1049, 2019
8 Kheyroddin, A., "Response modification factor of concentrically braced frames with hexagonal pattern of braces" 148 (148): 658-668, 2018
9 Izadinia, M., "Response modification factor for steel moment-resisting frames by different pushover analysis methods" 79 (79): 83-90, 2012
10 Kim, J., "Response modifi cation factors of chevronbraced frames" 27 (27): 285-300, 2005
11 Mohsenian, V., "Reliability analysis and multi-level response modifi cation factors for buckling restrained braced frames" 171 (171): 1-16, 2020
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13 Cui, S. S., "Probability assessment of structural response modifi cation factor of RC frames by the demand-capacity-factor method" 30 (30): 628-637, 2021
14 Li, S., "Performance-based seismic design of eccentrically braced steel frames using target drift and failure mode" 13 (13): 443-454, 2017
15 Güner, T., "Performance comparison of BRBFs designed using different response modifi cation factors" 225 (225): 1-19, 2020
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21 Shen Li, "Experimental and Analytical Study of Eccentrically Braced Frames Combined with High-Strength Steel" 한국강구조학회 18 (18): 528-553, 2018
22 Mohammad Bazzaz, "Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames" 국제구조공학회 12 (12): 445-464, 2012
23 Bazzaz, M., "Evaluating the performance of obs-c-o in steel frames under monotonic load" 8 (8): 697-710, 2015
24 Mohammad Bazzaz, "Evaluating the Seismic Performance of Off-centre Bracing System with Circular element in Optimum Place" 한국강구조학회 14 (14): 293-304, 2014
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26 Dubina, D., "Dual high-strength steel eccentrically braced frames with removable links" 37 (37): 1703-1720, 2010
27 Wang, F., "Cyclic behaviour of Y-shaped eccentrically braced frames fabricated with high-strength steel composite" 120 (120): 176-187, 2016
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