[1] J.M. Goggins, B.M. Broderick, A.Y. Elghazouli, A.S. Lucas, Behavior of Tubular Steel Members under Cyclic Axial Loading, Journal of Constructional Steel Research, (2006) 62(1-2): 121–131.
[2] B. Shaback, T. Brown, Behavior of Square Hollow Structural Steel Braces with End Connections under Reversed Cyclic Axial Loading, Canadian Journal of Civil Engineering, (2003) 30(4): 745–753.
[3] M. Elchalakani, X.L. Zhao, R. Grzebieta, Tests of Cold Formed Circular Tubular Braces under Cyclic Axial Loading, ASCE Journal of Structural Engineering, (2003) 129(4): 507–514.
[4] M. Boutros, Cyclic Behavior of Partly Plastic Pinned Circular Tubes, II: Testing and Verification of the Model. Thin-Walled Structures, (1999) 33(1): 69–82.
[5] M. Wakabayashi, Design of Earthquake-resistant Buildings, New York: McGraw Hill (1986).
[6] A. Astaneh-Asl, S.C. Goel, Cyclic IN-Plane Buckling of Double Angle Bracing, ASCE Journal of Structural Engineering, (1984) 110(9): 2036–2055.
[7] R.G. Black, W.A. Wenger, E.P. Popov, Inelastic Buckling of Steel Struts Under Cyclic Load Reversal, Berkeley, University of California, Earthquake Engineering Research Center, California (1980).
[8] A.K. Zayas, S.A. Mahin, Popov EP., Cyclic Inelastic Behavior of Steel Offshore Structures, Univ. of California, Earthquake Engineering Research Center, Berkeley, California (1980).
[9] A.K. Jain, S.C. Goel, Hysteresis Models for Steel Members Subjected to Cyclic Buckling or Cyclic End Moments and Buckling, University of Michigan, Ann Arbor, Mich (1978).
[10] D.R. Sherman, H. Erzurumlu, Ultimate Capacity of Tubular Beam-columns, National Structural Engineering Conference, ASCE (1976).
[11] J. Dewolf, J. Pelliccione, Cross-bracing Design. J Struct Div, ASCE, (1979) 105(7): 1379–1391.
[12] A.A. El-Tayem, S.C. Goel, (First Quarter). Effective Length Factor for the Design of X-bracing Systems, AISC Engineering Journal, (1976) 41–45.
[13] S. Kitipornchai, D. Finch, Stiffness Requirements for Cross Bracing, J Struct Eng, ASCE, (1976) 112(12): 2702–2707.
[14] S. Stoman, Stability Criteria for X-bracing System, J Eng. Mech., ASCE, (1988) 114(8): 1426–1434.
[15] S. Stoman, Effective Length Spectra for Cross Bracing, J Struct. Eng., ASCE, (1989) 115(12): 3112–3122. No.3.
[16] D. Wang, A. Boresi, Theoretical Study of Stability Ncriteria for X-bracing System, J Eng Mech., ASCE, (1992) 118(7): 1357–1364.
[17] P. Ebadi, S. Sabouri-Ghomi, Effects of Steel Grade on Seismic Benefits of X-Braced Frames, 14th European Conference on Earthquake Engineering, Ohrid - Macedonia, Aug. 30 – Sep. 3, (2010).
[18] A. Davaran, Effective Length Factor for Discontinuous X-Bracing Systems, Journal of Engineering Mechanics, (2001) 127(2): 106–112.
[19] D. Jurokovski, M. Petkovski, Z. Rakicevic, Energy absorbing in regular and composite steel frame structures, Engineering Structures, Vol.17(5), June (1995) 319-333.
[20] D. Jurokovski, B. Simenov, V. Trajovski, Cyclic tests of composite steel frames with energy absorbing elements, Proceeding of International Conference on steel and Aluminium structures, Vol. composite steel structures, Cardiff, UK, 8-10 July (1987) 154-161, Elsevier Pub.
[21] V. Ciampi, S.A. Ferreti, Energy dissipation in buildings using special bracing systems, Proceeding of 9th European Conference on Earthquake Engineering, Vol.3, Moscow, (1990) 9-18.
[22] V. Ciampi, S.A. Ferreti, Energy dissipation in buildings using special bracing systems, Proceeding of 10th Earthquake Conf, (1990).
[23] A. Vulcano, Design of damped steel bracing systems for seismic control of framed structures, 10th European Conference on Earthquake Engineering Duma(ed), (1995) 1567-1572.
[24] S. Sabouri-Ghomi, A. Roufegarinejad, Nonlinear Behavior of Yielding Damped Braced Frame, The Structural Design of Tall and Special Buildings, (2004) 14: 37-45.
[25] M. Saberi, Investigation of Modification factor of Yielding Damped Braced Frame with Plate in Core, M.S. Thesis, Khaje Nasir Toosi University of Technology, Department of Civil and Environmental Engineering, Tehran-Iran, (2000) (In Persian)
[26] S. Sabouri-Ghomi, M. Saneipour, Hysteresis Behavior of Central Yielding Damped Braced Frames with Structural and Easy-going-steel, 3rd national congress on Civil Engineering, Tabriz University, Tabriz-Iran, May 1-3 (2007a).
[27] S. Sabouri-Ghomi, M. Saneipour, Nonlinear Behavior of Central Yielding Damped Braced Frames with Different Percentage of Opening by Using Structural and Easy-going-steel, 5th International Conference on Seismology and Earthquake En31gineering, 328 earthquake engineering and engineering vibration vol.11. Tehran-Iran, May (2007b).
[28] B. Payandehjoo, S. Sabouri-Ghomi, P. Ebadi, Seismic Behavior of X-Shaped Drawer Bracing System (DBS) and X-Braced Frames with Heavy Central Core, Journal of Earthquake and Tsunami, p.1650004, (2016).
[29] M.G. Gray, C. Christopoulos, J.A. Packer, Case Steel Yielding Fuse for Concentrically Braced Frames, Proceeding of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada, 25-29 July (2010).
[30] M.G. Gray, C. Christopoulos, J.A. Packer, Full-Scale Testing of the Cast Steel Yielding Brace System, Proceeding of the 7th International Conference STESSA, Santiago, Chile, 9-11 January (2012).
[31] ATC-24., Guidelines for cyclic seismic testing of components of steel structures. Redwood City, CA, USA, Applied Technology Council (1992).
[32] K.C. Tsai, J.W. Li, C.P. Hong, H.W. Chen, Y.F. Su, Welded Steel Triangular-Plate Device for Seismic Energy Dissipation, ATC-17-1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, San Francisco, CA, (1993) 687-698.
[33] S. Garivani, A.A. Aghakoochak, S.H. Shahbeyk., Introducing Comb-Teeth Yielding Metallic Dampers, Modares Civil Engineering journal, (2015) 199-211 (In Persian)
[34] AISC. American Institute of Steel Construction, ANSI/AISC 360-10, Specification for Structural Steel Building, Chicago (2010).
[35] http://www.wynjade.com/aiscfall11/webinarCEU
[36] S.P. Timoshenko, J.M. Gere, Theory of Elastic Stability, Second Edition, McGraw-Hill, New York (1961).
[37] B. Payandehjoo, An Improvement of Seismic Performance of Yielding Damped Braced Core, Ph.D. Thesis, Khaje Nasir Toosi University of Technology, Department of Civil and Environmental Engineering, Tehran-Iran (2015) (In Persian)
)