M. Gholipour, M. M. Alinia, Behavior of multi-story code-designed steel plate shear wall structures regarding bay width. Journal of Constructional Steel Research, 122 (2016) pp. 40–56.
 R.G. Driver. G.L. Kulak. D.J.L Kennedy. A.E. Elwi, Cyclic tests of four-story steel plate shear wall. Journal of Structural Engineering ASCE, 124(2) (1998) pp. 112_20.
 A. Astaneh-Asl. Seismic behavior and design of steel plate shear walls. Steel tips report: Structural Steel Educational Council, (2000)
 J. Shishkin, R. Driver, G. Driver, Analysis of Steel Plate Shear Walls Using The Modified Strip Model. Structural Engineering Report No. 261. University of Alberta, (2013).
 A.R. Rahai. M. Alipour. Behavior and Characteristics of Innovative Composite Plate Shear Walls. The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction. Procedia Engineering, 14 (2011) pp. 3205–3212.
 D. Dubina, F. Dinu, Experimental evaluation of dual frame structures with thin-walled steel panels. Thin-Walled Structures, 78(2014) pp. 57–69.
 C. Lin, K. Tsai, Y. Lin, K. Wang, B. Qu, M. Bruneau, Full Scale Steel Plate Shear Wall: NCREE/MCEER Phase I Tests". Proceeding of the 9th Canadian Conference on Earthquake Engineering. Ottawa. Canada. (2007).
 M. Guendel, B. Hoffmeister, M. Feldmann, Experimental and numerical investigations on Steel Shear Walls for seismic Retrofitting”. Proceedings of the 8th International Conference on Structural Dynamics. EURODYN. (2011).
 J. Berman, M. Bruneau, Experimental investigation of light‐gauge steel plate shear walls. ASCE Journal of Structural Engineering, 131 (2005), pp. 259‐267.
 M. Kharrazi, Fish plate behavior on Steel plate shear wall. Canadian journal of civil engineering, (2005), 96-108.
 M. Yaghoubshahi, M.M. Alinia. N. Bonora. N. On the post buckling of flawed shear panels considering crack growth effect. Thin-Walled Structures. 97 (2015), pp.186–198.
 A. N. Guz. M.S.H. Dyshel, Stability and residual strength of panels with straight and curved cracks. Theor. Appl. Fract.Mech, 41(2004) pp. 95–101.
 J.K. Paik, Residual ultimate strength of steel plates with longitudinal cracks under axial compression–experiments.Ocean Eng. 35(2008) pp. 1775–1783.
 J.K. Paik, Residual ultimate strength of steel plates with longitudinal cracks under axial compression—nonlinear finite element method investigations. Ocean Eng, 36(2009), 266–276.
 R. Brighenti, Influence of a central straight crack on the buckling behaviour of thin plates under tension compression or shear loading, International Journal of Mechanical Material Design, 6 (2010) pp. 73–87.
 Alinia. M.M.. Hosseinzadeh. S.A.A, Habashi. H.R.: Numerical modelling for buckling analysis of cracked shear panels. Thin-Walled Structures, 4 (2007a) pp. 1058–1067.
 M.M. Alinia, S.A.A. Hoseinzadeh, H.R. Habashi, Influence of central cracks on buckling and postbuckling behavior of shear panels. Thin-Walled Structures, 45 (2007b) pp. 422–431
 M.M. Alinia, S.A.A. Hoseinzadeh, H.R. Habashi, Buckling and post-buckling strength of shear panels degraded by near border cracks, Journal of Constructional Steel Reseaach, 64 (2008) pp.1483–1494.
 G. C.Sih, Y. D.Lee, Tensile and compressive buckling of plates weakened by cracks. Theor Appl Fract Mech 6 (1986) pp. 29–38.
 D.Shaw, Y. H. Huang, Buckling behaviour of a central cracked thin plate under tension. Eng Fract Mech, 35 (1990) pp. 1019–27.
 E. Riks, C.C. Rankin, F. A. Bargon, Buckling behaviour of a central crack in a plate under tension. Eng Frac Mech, 43 (1992) pp. 529–48.
 M. M. Alinia, M. Dastfan, Behaviour of thin steel plate shear walls regarding frame members, Journal of Constructional Steel Reseach, 62(2006) pp. 730–738.
 E. Byklum, J. Amdahl, A simplified method for elastic large deflection analysis of plates and stiffened panels due to local buckling. Thin-Walled Structures. 40 (2002) pp. 925–953.
 C. W. Bert, K. K. Devarakonda, Buckling of rectangular plates subjected to nonlinearly distributed in-plane loading. Journal of Solids Structures, 40. (2003) pp. 4097–4106.
 M. R. Khedmati, P. Edalat, M. Javidruzi, Sensitivity analysis of the elastic buckling of cracked plate elements under axial compression. Thin-Walled Structures, 47 (2009) pp. 522–536.
 J. K. Paik, Y. V. Satish Kumar, J. M. Lee, Ultimate strength of cracked plate elements under axial compression or tension. Thin-Walled Structures, 43 (2005), 237–72.
 N. Friedl, F. G. Rammerstorfer, F. D. Fischer, Buckling of stretched strips. Computure and Structures, 78 (2000). 185–190.
 A.N. Guz, M. Dyshel, Fracture and buckling of thin panels with edge crack in tension. Theorical Applied. Fracture. Mechanic, 36(2001) pp.57–60.
 R. Brighenti, Buckling of cracked thin-plates under tension and compression. Thin-Walled Structures, 43(2005) pp. 209–224.
 T. Siegmund, A numerical study of transient fatigue crack growth by use of an irreversible cohesive zone model. International Journal of Fatigue, 26 (9) (2004) pp. 929–939.
 K.L. Roe, T. Siegmund, An irreversible cohesive zone model for interface fatigue crack growth simulation. Eng. Fract. Mech, 70(2) (2003) pp. 209–232.
 J.L. Bouvard, J.L. Chaboche, F. Feyel. A cohesive zone model for fatigue and creep–fatigue crack growth in single crystal super alloys. Int. J. Fatigue31(5) (2009) pp. 868–879.
 P.F. Liu, S.J. Hou. J.K. Chu, Finite element analysis of postbuckling and delamination of composite laminates using virtual crack closure technique. Compos. Struct.93(6) (2011) pp. 1549–1560.
 S. A. Fawaz, Application of the virtual crack closure technique to calculate stress intensity factors for through cracks with an elliptical crack front. Eng. Fract. Mech, 59(3) (1998) pp. 327–342.
 G. Servetti, X. Zhang, Predicting fatigue crack growth rate in a welded butt joint: the role of effective R ratio in accounting for residual stress effect. Eng. Fract. Mech. 76(11) (2009) pp. 1589–1602.
 T. Belytschko, T. Black, Elastic crack growth in finite elements with minimal remeshing. Int. J. Numer. Methods Eng, 45(5) (1999) pp. 601–620.
 T. Belytschko, H. Chen, J. Xu, Dynamic crack propagation based on loss of hyperbolicity and a new discontinuous enrichment. Int. J. Numer. Methods Eng, 58(12) (2003) pp. 1873–1905.
 N. Moe¨s, T. Belytschko. T, Extended finite element method for cohesive crack growth. Eng. Fract. Mech.69, (7) (2002) pp. 813–833.
 N. Sukumar, N. Moe¨s, B. Moran. Extended finite element method for three-dimensional crack modeling. Int. J. Numer. Methods Eng. 48 (2000) (11) pp. 1549–1570.
 N. Sukumar, Z.Y. Huang, J.H. Pre´vost, Partition of unity enrichment for bimaterial interface cracks. International Journal of Numerical Methods Engineering, 59(8) (2003). pp. 1075–1102.
 E. Giner, N. Sukuma, J.E. Taranco´n, An Abaqus implementation of the extended finite element method. Eng. Fract. Mech, 76(3) (2009) pp. 347–368.
 R.D.S.G. Campilho, M.D. Banea, F.J.P. Chaves, extended finite element method for fracture characterization of adhesive joints in pure mode I. Comput. Mater. Sci, 50(4) (2011) pp. 1543–1549.
 G.L. Golewski, P. Golewski, T. Sadowski, Numerical modelling crack propagation under Mode II fracture in plain concretes containing siliceous fly-ash additive using XFEM method. Comput. Mater. Sci, 62(2012). pp. 75–78.
 Z.Q. Wang, S. Zhou, J.F. Zhang, Progressive failure analysis of bolted single-lap composite joint based on extended finite element method. Mater. Design, 37 (2012) pp. 582–588.
 N. Bonora. A nonlinear CDM model for ductile failure. Eng. Fract. Mech. 58 (2006)11–28.
 B. C. Simonsen, R. Tornqvist, Experimental and numerical modelling of ductile crack propagation in large-scale shell structures. Marine Structures, 17 (2004) pp. 1–27.
 K. Basler, Strength of plate girders in shear. Trans. ASCE, 128(2) (1963) pp. 683-719.
 S. Sabouri-Ghomi, C. Ventura. A. Kharrazi. Shear Analysis and Design of Ductile Steel Plate Walls. Journal of Structural Engineering-ASCE. 12 (2005) pp. 878-889.
 Y. Murakami. Stress Intensity Factors Handbook. 1988.
 H.A. Richard, M. Fulland, M. Sander, Theoretical Crack Path Prediction. Blackwell Publishing. (2004).
 A. Shukla, Practical fracture mechanics in design (2nd ed.). New York. NY: Marcel Dekker. (2005).