A.S.o.C. Engineers, Minimum design loads for buildings and other structures, Amer Society of Civil Engineers,1994.
 A.I.o.S. Construction, Seismic provisions for structural steel buildings, American Institute of Steel Construction,2002.
 P. Uriz, F.C. Filippou, S.A. Mahin, Model for cyclic inelastic buckling of steel braces, Journal of structural engineering, 134(4) (2008) 619-628.
 P. Uriz, Toward earthquake-resistant design of concentrically braced steel-frame structures, Pacific Earthquake Engineering Research Center, 2008.
 Y. Bozorgnia, V.V. Bertero, Earthquake engineering:from engineering seismology to performance-based engineering, CRC press, 2004.
 R.G. Black, W. Wenger, E.P. Popov, Inelastic buckling of steel struts under cyclic load reversals, (1980).
 A.S. Whittaker, C.-M. Uang, V.V. Bertero, Earthquake simulation tests and associated studies of a 0.3-scale model of a six-story eccentrically braced steel structure, Earthquake Engineering Research Center, College of Engineering, University of California, 1987.
 A.S. Whittaker, An experimental study of the behavior of dual steel systems, (1990).
 I.F. Khatib, S.A. Mahin, K.S. Pister, Seismic behavior of concentrically braced steel frames, Earthquake Engineering Research Center, University of California,1988.
 C.W. Roeder, Seismic behavior of concentrically braced frame, Journal of structural engineering, 115(8) (1989)1837-1856.
 A.M. Remennikov, W.R. Walpole, Analytical prediction of seismic behaviour for concentrically braced steel systems, Earthquake engineering & structural dynamics,26(8) (1997) 859-874.
 R. Tremblay, Inelastic seismic response of steel bracing members, Journal of Constructional Steel Research,58(5) (2002) 665-701.
 T. Balendra, X. Huang, Overstrength and ductility factors for steel frames designed according to BS 5950,Journal of structural engineering, 129(8) (2003) 1019-1035.
 J. Kim, H. Choi, Response modification factors of chevron-braced frames, Engineering structures, 27(2)(2005) 285-300.
 MHUD, Iranian National Building Code, Part 10,Steel Structure Design, Ministry of Housing and Urban Development Tehran, 2013.
 BHRC, Iranian Code of Practice for seismic Resistant Design of Buildings: Standard No. 2800 (3rd Edition) Building and Housing Research Center, Tehran, 2005.
 BHRC, Iranian Code of Practice for seismic Resistant Design of Buildings: Final Draft of Standard No. 2800 (4rd Edition), Building and Housing Research Center,Tehran, 2013.
 A. Committee, Specification for Structural Steel Buildings (ANSI/AISC 360-10), American Institute of Steel Construction, Chicago-Illinois, (2010).
 Etabs, Integrated building design software, nonlinear version 9.7.3, in, Berkeley, California, USA, 1995.
 A. Asghari, Dynamics of Structures, Basic and Applications to Earthquake Engineering, Amirkabir University of Technology, 2013.
 P. FEMA, Commentary for the seismic rehabilitation of buildings, FEMA-356, Federal Emergency Management Agency, Washington, DC, (2000).
 A. Asghari, B. Azimi, Evaluation of sensitivity of CBFs for types of bracing and story numbers, Scientia Iranica.Transaction A, Civil Engineering, 24(1) (2017) 40
 N.M. Newmark, W.J. Hall, Seismic design criteria for nuclear reactor facilities, in: Proceedings of the 4th World conference on Earthquake Engineering, 1969, pp. 37-50.
 N.M. Newmark, W.J. Hall, Earthquake spectra and design, Earth System Dynamics, (1982).
 E. Miranda, Site-dependent strength-reduction factors,Journal of structural engineering, 119(12) (1993) 3503-3519.
 E. Miranda, V.V. Bertero, Evaluation of strength reduction factors for earthquake-resistant design,Earthquake spectra, 10(2) (1994) 357-379.