[1] Driver, R. G., Kulak, G. L., Kennedy, D. J. L., and Elwi, A. E. (1998), Cyclic test of four-story steel plate shear wall, Journal of Structural Engineering, 124(2), pp. 112–120.
[2] Alinia, M. M. and Dastfan, M. (2006), Behaviour of thin steel plate shear walls regarding frame members, Journal of Construction Steel Research, 62(7), pp. 730–738.
[3] Purba, R. and Bruneau, M. (2015), “Seismic performance of steel plate shear walls considering two different design philosophies of infill plates. II: Assessment of collapse potential, Journal of Structural Engineering, 141(6), p. 4014161.
[4] Gholhaki, M., Karimi, M., and Pachideh, G. (2019), Investigation of Subpanel Size Effect on Behavior Factor of Stiffened Steel Plate Shear Wall, Journal of Structural and Constructional Engineering (JSCE), 5(Special Issue 4), pp. 73–87.
[5] Gholhaki, M. and Pachideh, G. (2015), Investigating of damage indexes results due to presence of shear wall in building with various stories and spans, International Journal of Review in Life Sciences, 5(1), pp. 992–997.
[6] Gholhaki, M., Pachideh, G., Rezayfar, O., and Ghazvini, S. (2019), Specification of Response modification factor for Steel Plate Shear Wall by Incremental Dynamic Analysis Method [IDA], Journal of Structural and Constructional Engineering (JSCE), 6(Special Issue 2), pp. 211–224.
[7] Emami, F., Mofid, M., and Vafai, A. (2013), Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls, Engineering Structures, 48, pp. 750–762.
[8] Emami, F. and Mofid, M. (2014), On the hysteretic behavior of trapezoidally corrugated steel shear walls, The Structural Design of Tall and Special Buildings, 23(2), pp. 94–104.
[9] Elgaaly, M. (1998), Thin steel plate shear walls behavior and analysis, Thin-Walled Structures, 32(1–3), pp. 151–180.
[10] Astaneh-Asl, A. (2001), Seismic Behavior and Design of Steel Shear Walls, Structural Steel Educational Council Moraga, CA.
[11] Sabelli, R. and Bruneau, M. (2007), Steel plate shear walls (AISC design guide), American Institute of Steel Construction, Inc., Chicago, Ill.
[12] Park, H.-G., Kwack, J.-H., Jeon, S.-W., Kim, W.-K., and Choi, I.-R. (2007), Framed steel plate wall behavior under cyclic lateral loading, Journal of Structural Engineering, 133(3), pp. 378–388.
[13] Ghosh, S. and Kharmale, S. B. (2010), Research on steel plate shear wall: past, present and future, Structural steel and castings: shapes and standards, properties and applications. Nova Science Publishers Inc., Hauppauge, USA.
[14] Sabouri-Ghomi, S. and Sajjadi, S. R. A. (2012), Experimental and theoretical studies of steel shear walls with and without stiffeners, Journal of Construction Steel Research, 75, pp. 152–159.
[15] Behbahanifard, M. R., Grondin, G. Y., and Elwi, A.-E. A. (2003), Experimental and Numerical Investigation of Steel Plate Shear Walls, University of Alberta, Department of Civil and Environmental Engineering.
[16] Takahashi, Y., Takemoto, Y., Takeda, T., and Takagi, M. (1973), Experimental study on thin steel shear walls and particular bracings under alternative horizontal load, Preliminary Report, IABSE, Symp. On Resistance and Ultimate Deformability of Tsructures Acted on by Well-defined Repeated Loads, Lisbon, Portugal, pp. 185–191.
[17] Roberts, T. M. and Sabouri-Ghomi, S. (1992), Hysteretic characteristics of unstiffened perforated steel plate shear panels”, Thin-Walled Structures, 14(2), pp. 139–151.
[18] Vian, D. and Bruneau, M. (2006), TESTING OF SPECIAL LYS STEEL PLATE SHEAR WALLS, 4th International Conference on Earthquake Engineering Taipei, Taiwan.
[19] D. Vian, M. Bruneau, R. Purba, Special perforated steel plate shear walls with reduced beam section anchor beams. II: Analysis and design recommendations, J. Struct. Eng. 135 (2009) 221–228.
[20] Paik, J. K. (2007), Ultimate strength of perforated steel plates under edge shear loading, Thin-Walled Structures, 45(3), pp. 301–306.
[21] Pellegrino, C., Maiorana, E., and Modena, C. (2009), Linear and non-linear behaviour of steel plates with circular and rectangular holes under shear loading, Thin-Walled Structures, 47(6–7), pp. 607–616.
[22] Hosseinzadeh, S. A. A. and Tehranizadeh, M. (2012), Introduction of stiffened large rectangular openings in steel plate shear walls, Journal of Construction Steel Research, 77, pp. 180–192.
[23] Valizadeh, H., Sheidaii, M., and Showkati, H. (2012), Experimental investigation on cyclic behavior of perforated steel plate shear walls, Journal of Construction Steel Research, 70, pp. 308–316.
[24] Sabouri-Ghomi, S., Ahouri, E., Sajadi, R., Alavi, M., Roufegarinejad, A., and Bradford, M. A. (2012), Stiffness and strength degradation of steel shear walls having an arbitrarily-located opening, Journal of Construction Steel Research, 79, pp. 91–100.
[25] Alavi, E. and Nateghi, F. (2013), Experimental study on diagonally stiffened steel plate shear walls with central perforation, Journal of Construction Steel Research, 89, pp. 9–20.
[26] Bhowmick, A. K. (2014), Seismic behavior of steel plate shear walls with centrally placed circular perforations, Thin-Walled Structures, 75, pp. 30–42.
[27] Sabouri-Ghomi, S. and Mamazizi, S. (2015), Experimental investigation on stiffened steel plate shear walls with two rectangular openings, Thin-Walled Structures, 86, pp. 56–66.
[28] Khalilzadeh Vahidi, E. and Roshani, M. M. (2016), Prediction of load-carrying capacity in steel shear wall with opening using artificial neural network, Journal of Engineering, pp. 1–8.
[29] Khan, N. A. and Srivastava, G. (2020), Models for strength and stiffness of steel plate shear walls with openings, Structures, pp. 2096–2113.
[30] Nassernia, S. and Showkati, H. (2017), Experimental study of opening effects on mid-span steel plate shear walls, Journal of Construction Steel Research, 137, pp. 8–18.
[31] Moradi, M. J., Roshani, M. M., Shabani, A., and Kioumarsi, M. (2020), Prediction of the load-bearing behavior of SPSW with rectangular opening by RBF network, Applied Sciences, 10(3), p. 1185.
[32] Paslar, N., Farzampour, A., and 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, Elsevier, pp. 824–836.
[33] Mu, Z. and Yang, Y. (2020), Experimental and numerical study on seismic behavior of obliquely stiffened steel plate shear walls with openings, Thin-Walled Structures, 146, p. 106457.
[34] Kordzangeneh, G., Showkati, H., Rezaeian, A., and Yekrangnia, M. (2021), Experimental cyclic performance of steel shear walls with single rectangular opening, The Structural Design of Tall and Special Buildings, 30(2), p. e1821.
[35] Darvishi, H. and Mofid, M. (2021), Structural performance assessment of large unstiffened openings in steel plate shear walls, Engineering Structures, 247, p. 112966.
[36] Darvishi, H. and Mofid, M. (2021), Characteristics of the wall-frame interaction in steel plate shear walls with perforated infill plates, Scientia Iranica, 28(6), pp. 3092–3111.
[37] Ghobadi, F. and Ghaffarzadeh, H. (2023), Finite element model evolution of perforated steel plate shear walls under cyclic loading, Structures, pp. 286–298.
[38] Farzampour, A., Laman, J. A., and Mofid, M. (2015), Behavior prediction of corrugated steel plate shear walls with openings, Journal of Construction Steel Research, 114, pp. 258–268.
[39] AISC 341-22 (2022), Seismic provisions for structural steel buildings.
[40] Iraninan Code of Practice for Earthquake Resistant Design of Buildings (Standard 2800) (2005).
[41] Thorburn, L. J., Kulak, G. L., and Montgomery, C. J. (1983), Analysis of steel plate shear walls, Structural Engineering Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada, Report No.107.
[42] Vian, D., Bruneau, M., Tsai, K.-C., and Lin, Y.-C. (2009), Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation, Journal of Structural Engineering, 135(3), pp. 211–220.
[43] Applied Technology Council (ATC), (2002), Guidelines for cyclic seismic testing of components of steel structures.
