[1] T.T. Soong, G.F. Dargush, Passive energy dissipation systems in structural engineering, (1997).
[2] J.M. Kelly, R.I. Skinner, A.J. Heine, Mechanisms of energy absorption in special devices for use in earthquake resistant structures, Bulletin of NZ Society for Earthquake Engineering, 5(3) (1972) 63-88.
[3] R.I. Skinner, J.M. Kelly, A.J. Heine, Hysteretic dampers for earthquake‐resistant structures, Earthquake Engineering & Structural Dynamics, 3(3) (1974) 287-296.
[4] A.S. Whittaker, V.V. Bertero, C.L. Thompson, L.J. Alonso, Seismic testing of steel plate energy dissipation devices, Earthquake Spectra, 7(4) (1991) 563-604.
[5] K.-C. Tsai, H.-W. Chen, C.-P. Hong, Y.-F. Su, Design of steel triangular plate energy absorbers for seismic-resistant construction, Earthquake spectra, 9(3) (1993) 505-528.
[6] C.W. Roeder, E.P. Popov, Eccentrically braced steel frames for earthquakes, Journal of the Structural Division, 104(3) (1978) 391-412.
[7] J.M. Ricles, E.P. Popov, Dynamic analysis of seismically resistant eccentrically braced frames, University of California, Earthquake Engineering Research Center, 1987.
[8] J.M. Ricles, E.P. Popov, Composite action in eccentrically braced frames, Journal of Structural Engineering, 115(8) (1989) 2046-2066.
[9] J.D. Aristizabal-Ochoa, Disposable knee bracing: improvement in seismic design of steel frames, Journal of Structural engineering, 112(7) (1986) 1544-1552.
[10] T. Balendra, M.T. Sam, C.Y. Liaw, Diagonal brace with ductile knee anchor for aseismic steel frame, Earthquake engineering & structural dynamics, 19(6) (1990) 847-858.
[11] T. Balendra, M.-T. Sam, C.-Y. Liaw, S.-L. Lee, Preliminary studies into the behaviour of knee braced frames subject to seismic loading, Engineering structures, 13(1) (1991) 67-74.
[12] T. Balendra, E.L. Lim, C.Y. Liaw, Large-scale seismic testing of knee-brace-frame, Journal of structural engineering, 123(1) (1997) 11-19.
[13] J. Boukamp, M. Vetr, Design of eccentrically braced test frame with vertical shear link, Proceedings of the 2nd Int. Con. On Earthquake Resistant Construction and Design, (1994).
[14] S.M. Zahrai, A. Moslehi Tabar, Cyclic behaviour of steel braced frames having shear panel system, Asian Journal of Civil Engineering (Building and Housing), 7(1) (2006) 13-26.
[15] H.S. Dareini, B.H. Hashemi, Use of dual systems in Tadas dampers to improve seismic behavior of buildings in different levels, Procedia engineering, 14 (2011) 2788-2795.
[16] M. Mahmoudi, M.G. Abdi, Evaluating response modification factors of TADAS frames, Journal of Constructional Steel Research, 71 (2012) 162-170.
[17] H.L. Hsu, J.L. Juang, C.H. Chou, Experimental evaluation on the seismic performance of steel knee braced frame structures with energy dissipation mechanism, steel and composite structures, 11(1) (2011) 77-91.
[18] S.M. Zahrai, A.K. Vosooq, Study of an innovative two-stage control system: Chevron knee bracing & shear panel in series connection, Structural Engineering and Mechanics, 47(6) (2013) 881-898.
[19] S.M. Zahrai, M. Jalali, Experimental and analytical investigations on seismic behavior of ductile steel knee braced frames, Steel and Composite Structures, 16(1) (2014) 1-21.
[20] T. Trombetti, S. Silvestri, G. Gasparini, I. Ricci, Stiffness-Strength-Ductility-Design Approaches for Crescent Shaped Braces, The open construction and building technology journal, 3(1) (2009).
[21] M. Fintel, F.R. Khan, Shock-absorbing soft story concept for multistory earthquake structures, in: Journal Proceedings, 1969, pp. 381-390.
[22] M. Palermo, S. Silvestri, G. Gasparini, T. Trombetti, Crescent shaped braces for the seismic design of building structures, Materials and Structures, 48(5) (2015) 1485-1502.
[23] M. Palermo, L. Pieraccini, A. Dib, S. Silvestri, T. Trombetti, Experimental tests on Crescent Shaped Braces hysteretic devices, Engineering Structures, 144 (2017) 185-200.
[24] O. Kammouh, S. Silvestri, M. Palermo, G.P. Cimellaro, Performance‐based seismic design of multistory frame structures equipped with crescent‐shaped brace, Structural Control and Health Monitoring, 25(2) (2018) e2079.
[25] C.-M. Uang, D. Bondad, C.-H. Lee, Cyclic performance of haunch repaired steel moment connections: experimental testing and analytical modeling, Engineering Structures, 20(4-6) (1998) 552-561.
[26] A. Torabi, M.R. Maheri, Seismic Repair and Retrofit of RC Beam–Column Joints Using Stiffened Steel Plates, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 41(1) (2017) 13-26.
[27] H.L. Hsu, H. Halim, Improving seismic performance of framed structures with steel curved dampers, Engineering Structures, 130 (2017) 99-111.
[28] H.L. Hsu, H. Halim, Brace performance with steel curved dampers and amplified deformation mechanisms, Engineering Structures, 175 (2018) 628-644.
[29] A.T. Council, M.-A.E. Center, M.C.f.E.E. Research, P.E.E.R. Center, U.S.F.E.M. Agency, N.E.H.R. Program, Interim testing protocols for determining the seismic performance characteristics of structural and nonstructural components, Federal Emergency Management Agency, 2007.
[30] R. Pekelnicky, S.D. Engineers, S. Chris Poland, N.D. Engineers, ASCE 41-13: Seismic Evaluation and Retrofit Rehabilitation of Existing Buildings, in: Proceedings, SEAOC 2012 Convention, 2012.