T.M. Roberts, S. Sabouri-Ghomi, Hysteretic characteristics of unstiffened perforated steel plate shear panels, Thin-Walled Structures, 14(2) (1992)139-151.
 A. Schumacher, G.Y. Grondin, G.L. Kulak, Connection of infill panels in steel plate shear walls, Canadian Journal of Civil Engineering, 26(5) (1999) 549-563.
 A. Astaneh-Asl, Seismic behavior and design of steel shear walls, (2001).
 E. Alavi, F. Nateghi, Experimental study on diagonally stiffened steel plate shear walls with central perforation, Journal of Constructional Steel Research, 89 (2013) 9-20.
 A. Nazifi, H. Shariatmadar, Investigation of the effect of yield stress on the behavior of the grooved steel beam shear beam Improved groove, The 6th National ذد and 2nd International Conference on Civil Engineering Materials and Structures, (2017) (In Persian)
 M. Hoseinzadeh Asl, M. Safarkhani, Seismic behavior of steel plate shear wall with reduced boundary beam section, Thin-Walled Structures, 116(Supplement C) (2017) 169-179.
 M. Gholhaki, M. Movahedinia, O. Rezaie Far, Provide Analytical Relationship to Calculate the Stiffness of Composite Steel Shear Walls, Amirkabir Journal of civil engineering, (2018) 607-616.( In Persian)
 B. Shekastehband, A.A. Azaraxsh, H. Showkati, A. Pavir, Behavior of semi-supported steel shear walls: Experimental and numerical simulations, Engineering Structures, 135 (2017) 161-176.
 H. Kazemi, A. Arabzade, Investigation of the Nonlinear behavior of special steel shear walls with openings. (2018) (In Persian).
 F. Behzadinia, A. Rahai, Investigating the effect of location and number of openings on the performance of composite shear walls, Sharif Journal of Civil engineering, 2018 (In Persian).
 F. Hatami, A. Ghamari, Steel and Composite Shear Wall, Amirkabir University of Technology branch, Iranian Academic Center for Education Culture & Research, Tehran, 2014.
 C.-M. Uang, Establishing R (or R w) and C d factors for building seismic provisions, Journal of Structural Engineering, 117(1) (1991) 19-28.
 F. Prestandard, commentary for the seismic rehabilitation of buildings (FEMA356), Washington, DC: Federal Emergency Management Agency, 7 (2000).
 D. Vian, M. Bruneau, K.-C. Tsai, Y.-C. Lin, Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation, Journal of Structural Engineering, 135(3) (2009) 211-220.
 S. Sabouri-Ghomi, M. Ziaei, A study on the behavior of shear link beam made of easy-going steel in eccentrically braced frames, in: The 14th World Conference on Earthquake Engineering Beijing, China October 12-17, 2008, .