[1] Sabelli R, Bruneau M. Steel Plate Shear Walls, American Institute of steel construction. Inc AISC Steel Des Guid 2006;20:1–21.
[2] Vian D, Bruneau M, Tsai K-C, Lin Y-C. Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation. J Struct Eng 2009;135:211–20.
[3] Astaneh-Asl A. Seismic behavior and design of steel shear walls 2001.
[4] Association CS. Limit states design of steel structures—CAN/CSA-S16. 1-94. Rexdale, Ontario Can Stand Assoc 1994.
[5] Construction AI of S. Seismic provisions for structural steel buildings. American Institute of Steel Construction; 2002.
[6] Driver RG, Kulak GL, Kennedy DJL, Elwi AE. Cyclic test of four-story steel plate shear wall. J Struct Eng 1998;124:112–20.
[7] Jahanpour A, Moharrami H, Aghakoochak A. Evaluation of ultimate capacity of semi-supported steel shear walls. J Constr Steel Res 2011;67:1022–30. doi:10.1016/j.jcsr.2011.01.007.
[8] Jahanpour A, Jönsson J, Moharrami H. Seismic behavior of semi-supported steel shear walls. J Constr Steel Res 2012;74:118–33. doi:10.1016/j.jcsr.2012.02.014.
[9] Alinia MM, Hosseinzadeh SAA, Habashi HR. Buckling and post-buckling strength of shear panels degraded by near border cracks. J Constr Steel Res 2008;64:1483–94. doi:10.1016/j.jcsr.2008.01.007.
[10] Amiri B, AghaRezaei H, Esmaeilabadi R. The Effect of Diagonal Stiffeners on the Behaviour of Stiffened Steel Plate Shear Wall. J Comput Eng Phys Model 2018;1:58–67.
[11] Zhao Q, Astaneh-Asl A. Cyclic Behavior of Traditional and Innovative Composite Shear Walls. J Struct Eng 2004;130:271–84. doi:10.1061/(ASCE)0733-9445(2004)130:2(271).
[12] Shafaei S, Ayazi A, Farahbod F. The effect of concrete panel thickness upon composite steel plate shear walls. J Constr Steel Res 2016;117:81–90. doi:10.1016/j.jcsr.2015.10.006.
[13] Rassouli B, Shafaei S, Ayazi A, Farahbod F. Experimental and numerical study on steel-concrete composite shear wall using light-weight concrete. J Constr Steel Res 2016;126:117–28. doi:10.1016/j.jcsr.2016.07.016.
[14] Ayazi A, Ahmadi H, Shafaei S. The effects of bolt spacing on composite shear wall behavior. World Acad Sci Eng Technol 2012;6:10–27.
[15] Shafaei S, Farahbod F, Ayazi A. Concrete Stiffened Steel Plate Shear Walls With an Unstiffened Opening. Structures 2017;12:40–53. doi:10.1016/j.istruc.2017.07.004.
[16] Shafaei S, Farahbod F, Ayazi A. The wall-frame and the steel-concrete interactions in composite shear walls. Struct Des Tall Spec Build 2018;27:e1476. doi:10.1002/tal.1476.
[17] Arabzadeh A, Soltani M, Ayazi A. Experimental investigation of composite shear walls under shear loadings. Thin-Walled Struct 2011;49:842–54. doi:10.1016/j.tws.2011.02.009.
[18] Guo L, Li R, Rong Q, Zhang S. Cyclic behavior of SPSW and CSPSW in composite frame. Thin-Walled Struct 2012;51:39–52. doi:10.1016/j.tws.2011.10.014.
[19] Shafaei S, Rassouli B, Ayazi A, Farahbod F. Nonlinear behavior of concrete stiffened steel plate shear wall. 7th Int. Conf. Seismol. Earthq. Eng. Tehran, Iran, 2015, p. 18–21.
[20] Ayazi A, Farahbod F, Rassouli B, Shafaei S. Experimental research on concrete stiffened steel plate shear wall. 7th Int. Conf. Seismol. Earthq. Eng. Tehran, Iran, 2015, p. 18–21.
[21] Sabouri-Ghomi S, Ventura CE, Kharrazi MH. Shear Analysis and Design of Ductile Steel Plate Walls. J Struct Eng 2005;131:878–89. doi:10.1061/(ASCE)0733-9445(2005)131:6(878).
[22] Berman JW, Bruneau M. Experimental investigation of light-gauge steel plate shear walls for the seismic retrofit of buildings 2003.
[23] Hosseinzadeh SAA, Tehranizadeh M. Introduction of stiffened large rectangular openings in steel plate shear walls. J Constr Steel Res 2012;77:180–92. doi:10.1016/j.jcsr.2012.05.010.
[24] Lubell AS, Prion HGL, Ventura CE, Rezai M. Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading. J Struct Eng 2000;126:453–60. doi:10.1061/(ASCE)0733-9445(2000)126:4(453).
[25] Habashi HR, Alinia MM. Characteristics of the wall–frame interaction in steel plate shear walls. J Constr Steel Res 2010;66:150–8. doi:10.1016/j.jcsr.2009.09.004.
[26] ABAQUS Analysis user’s manual, version 6.10. n.d.