[1] Farzampour, A., Laman, J.A. (2015). Behaviour prediction of corrugated steel plate shear walls with openings. Journal of Constructional Steel Research, 114, 258-268.
[2] Sabouri-Ghomi, S., Roberts, T.M. (1992). Nonlinear dynamic analysis of steel plate shear walls including shear and bending deformations. Journal of Structural Engineering, 14(5), 309-317.
[3] Dehghani, H., Fadaee, M.G. (2013). Reliability-based torsional design of reinforced concrete beams strengthened with CFRP laminate. International Journal of Engineering. 26(10), 1103-1110.
[4] Machaly, E., Safar, S., Amer, M. (2014) .Numerical investigation on ultimate shear strength of steel plate shear walls. Thin-Walled Structure. 84, 78–90.
[5] Driver, R.G., Kulak,G.L., Elwi, A.E., Kennedy D.J.L. (1998). FE and simplified models of steel plate shear wall. Journal of Structural Engineering, 124(2), 121-130.
[6] Elgaaly, M., Caccese, V., Du, C. (1993). Post buckling behaviour of steel plate shear walls under cyclic loads. Journal of Structural Engineering, 119(2), 588-605.
[7] In-Rak, C., Hong-Gun, P. (2008). Ductility and energy dissipation capacity of shear dominated steel plate walls. Journal of Structural Engineering, 134(9), 1495-1507.
[8] Topkaya, C., Atasoy, M. (2009). Lateral stiffness of steel plate shear walls systems. Thin-Walled Structures. 47(8), 827-835.
[9] Sabouri-ghonmi, S., Kharrazi, M., Deenmam-azizi, S., Asadsajadi, R. (2008). Buckling behaviour improvement of steel plate shear wall systems. The structural design of tall and special building, 17, 823-837.
[10] Jeffrey, W. B. (2011). Seismic behavior of code designed steel plate shear walls. Engineering Structures, 33(1), 230-244.
[11] Jian-Guo, N., Zhu, L., Jian-Sheng, F., Yi-Lung, M. (2013). Lateral resistance capacity of stiffened steel plate shear walls. Thin-Walled Structures. 67, 155-167.
[12] Clayton, P. M., Berman, J. W., Lowes, L. N. (2015). Seismic performance of self-centering steel plate shear walls with beam-only-connected web plates. Journal of Constructional Steel Research, 106,198-208.
[13] Veladi, H., Shirshahi, M. (2016). Influence of the rectangular opening properties on seismic behaviour of composite steel plate shear walls, Asian journal of civil engineering,17(7), 869-885.
[14] Jalilzadeh Afshari, M., Gholhaki, M. (2018). Shear strength degradation of steel plate shear walls with optional located opening. Archives of civil and mechanical engineering, 1 8, 1547-1561.
[15] Guang Yu, J., Liu, L., Li, B., Hao, J., Gao, X., Feng, X. (2019). Comparative study of steel plate shear walls with different types of unbonded stiffeners. Journal of Constructional Steel Research, 159, 384–396.
[16] Bypour, M., Kioumarsi, M., Yekrangnia, M. (2021). Shear capacity prediction of stiffened steel plate shear walls (SSPSW) with openings using response surface method. Engineering Structures, 226, 111340.
[17] Ahmad Khan, N., Srivastava, G. (2020). Models for strength and stiffness of steel plate shear walls with openings. Structures, 27, 2096–2113.
[18] Paslara, N., Farzampourb, A., Hatami, F. (2020). Investigation of the infill plate boundary condition effects on the overall performance of the steel plate shear walls with circular openings. Structures, 27, 824–836.
[19] AISC,ANSI/AISC341-10. (2010). Seismic provisions for structural steel buildings. Chicago (IL): American Institute of Steel Construction.
[20] Nateghi-Alahi, F., Khazaei-Poul, M .(2013). Analytical study on the strengthened steel plate shear walls by FRP laminate. Procedia engineering. 54(), 377-386.
[21] ABAQUS Verification Manual 6.9.1. (2010). USA.
[22] Moharrami, H., Habibnejad, A., Alizadeh, H.(2005). Semi-supported steel shear walls. Report No. 1-4679, Road, Housing & Urban Development Research Center, Tehran, Iran.