Fujimoto M, Aoyagi T, Ukai K, Wada A, Saito K., (1972) , Structural characteristics of eccentric k-braced frames, Trans., Architectural Institute of Japan, (195) , 39-49.
 Tanabashi R, Naneta K, Ishida T., (1974) , On the rigidity and ductility of steel bracing assemblage, Proc., 5th World Conference of Earthquake Engineering, IAEE, Rome, Italy.,1, 834-840.
 Kasai K, Popov EP., (1986) , Cyclic web buckling control for shear link beams, Journal of Structural Engineering, ASCE, 12(2), 362-382.
 Popov EP, Engelhardt MD., (1988), Seismic eccentrically braced frames, Journal of Constructional Steel Research, 10, 321-354.
 Mazloom, M., Salehpour, A.S. (2014), Assessment of Resistance and Behavior of Link Beam in Eccentric Braced Frames by Finite Element Method, Journal of Civil and Environmental Engineering, 44.2(75), 47-55 (In Persian).
 Mazloom, M., Ahmadinejad, S.A. (2017), Effect of Vertical Shear Link on the Operation of Elements and Response Modification Factor of Rehabilitated Concrete Structures, Journal of Civil and Environmental Engineering, 47.4(89), 86-96 (In Persian).
 Hejazi, M., Reisi, A. (2014), Determination of Reduction Factor for Reinforced Concrete Structures with Coupling Core Wall and Coupling Beams and Comparing with Reinforced Structures with Shear Wall, Journal of Civil and Environmental Engineering, 44.1(74), 67-80 (In Persian).
 Mansour, N., Shen, Y., Christopoulos, C., Tremblay, R. (2008), Experimental Evaluation of Nonlinear Replaceable Links in Eccentrically Braced Frames and Moment Resisting Frames. The 14th World Conference on Earthquake Engineering, Beijing, China, 12–17.
 Stratan A, Dubina D, Dinu F., (2003), Control of global performance of seismic resistant EBF with removable link, Proc., 4th International Conference on Behavior of Steel Structures in Seismic Areas (STESSA 2003), Naples, Italy, 175–180.
 Stratan A, Dubina D., (2004), Bolted links for eccentrically braced steel frames, Proceedings of the 5th AISC/ECCS International Workshop: Connections in Steel Structures V. Behavior, Strength and Design, Delft, Netherlands, 223–332.
 Dubina D, Stratan A, Dinu F., (2008), Dual high-strength steel eccentrically braced frames with removable links, Earthquake Engineering and Structural Dynamics, 37(15), 1703–1720.
 Sabau GA, Poljansek M, Taucer F, Pegon P, Molina, FJ, Tirelli D, Viaccoz B, Stratan A, Ioan Chesoan A, Dubina D., (2014), Seismic engineering research infrastructures for European synergies: full-scale experimental validation of a dual eccentrically braced frame with removable links (DUAREM), Institute for the Protection and Security of the Citizen, Publications Office of the European Union, Luxembourg, Report.
 Ioan A, Stratan A, Dubina D, Poljansek M, Molina FJ, Taucer F, Pegon P, Sabau G., (2016), Experimental validation of re-centring capability of eccentrically braced frames with removable links, Engineering Structures, 113, 335–346.
 Ramsay JJ, Fussell A, Wilkinson RG., (2013), Design of replaceable-link eccentric braced frames in post-earthquake Christchurch, Proceedings of the Steel Innovations Conference, Christchurch, New Zealand.
 Fussell AJ, Cowie KA, Clifton GC, Mago N., (2014), Development and research of eccentrically braced frames with replaceable active links, Proceedings of the 2014 NZSEE Conference, Auckland, New Zealand.
 Clifton GC, Cowie KA., (2013), Seismic Design of Eccentrically Braced Frames, HERA Publication P4001: New Zealand Heavy Engineering Research Association, Manukau.
 Mansour N, Christopoulos C, Tremblay R., (2011), Experimental validation of replaceable shear links for eccentrically braced steel frames, J. Struct. Eng. ASCE, 137 (10), 1141–1152.
 Mago N., (2013), Finite element analysis of eccentrically braced frames with replaceable link, Heavy Engineering Research Association, Manukau, New Zealand, HERA Report R4-145.