[1] Moradi, M. J., & Hariri-Ardebili, M. A. (2019). Developing a library of shear walls database and the neural network based predictive meta-model. Applied Sciences, 9(12), 2562. https://doi.org/10.3390/app9122562
[2] Moradi, M. J., Roshani, M. M., Shabani, A., & Kioumarsi, M. (2020). Prediction of the load-bearing behavior of SPSW with rectangular opening by RBF network. Applied Sciences, 10(3), 1185. https://doi.org/10.3390/app10031185
[3] Jin, S., Du, H., & Bai, J. (2021). Seismic performance assessment of steel frame structures equipped with buckling-restrained slotted steel plate shear walls. Journal of Constructional Steel Research, 182, 106699. https://doi.org/10.1016/j.jcsr.2021.106699
[4] Takahashi, Y., Takemoto, Y., Takeda, T., & Takagi, M. (1973). Experimental study on thin steel shear walls and particular bracings under alternative horizontal load. In Preliminary Report, IABSE, Symp. On Resistance and Ultimate Deformability of Tsructures Acted on by Well-defined Repeated Loads, Lisbon, Portugal.
[5] Thorburn L.J., Kulak G.L. and Montgomery C.J. (1983). Analysis of Steel Plate Shear Walls. Structural Engineering Report No. 107, Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada. https://doi.org/10.7939/R3BG2HB64
[6] Ghosh S. and Kharmale S.B. (2010). Research on Steel Plate Shear Wall: Past, Present and Future. Structural Steel and Castings, Chapter 2, Nova Science Publishers, Inc., 57-106.
[7] Timler, P. A., & Kulak, G. L. (1983). Experimental study of steel plate shear walls. Structural engineering report No. 114, Department of Civil engineering, University of Alberta, Canada. https://doi.org/10.7939/R3C24QV49
[8] Elgaaly M., Caccese V. and Du C. (1993). Post-buckling behavior of steel-plate shear walls under cyclic loads, Journal of Structural Engineering, ASCE, 119(2), 588-605. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(588)
[9] Elgaaly, M., & Liu, Y. (1997). Analysis of thin-steel-plate shear walls. Journal of Structural Engineering, 123(11), 1487-1496. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1487)
[10] Rezai M. (1999). Seismic Behaviour of Steel Plate Shear Walls by Shake Table Testing. Ph.D. Dissertation, Department of Civil Engineering, The University of British Columbia, Vancouver, Canada. https://dx.doi.org/10.14288/1.0050150
[11] Lubell, A. S., Prion, H. G., Ventura, C. E., & Rezai, M. (2000). Unstiffened steel plate shear wall performance under cyclic loading. Journal of structural Engineering, 126(4), 453-460. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:4(453)
[12] Driver, R. G., (1997). Seismic behaviour of steel plate shear walls, Doctoral dissertation, University of Alberta. https://doi.org/10.7939/R34X54K7Z
[13] Shishkin, J. J., Driver, R. G., & Grondin, G. Y. (2009). Analysis of steel plate shear walls using the modified strip model. Journal of structural engineering, 135(11), 1357-1366. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000066
[14] Topkaya, C., & Atasoy, M. (2009). Lateral stiffness of steel plate shear wall systems. Thin-walled structures, 47(8-9), 827-835. https://doi.org/10.1016/j.tws.2009.03.006
[15] Guo, L., Li, R., Zhang, S., & Yan, G. (2012). Hysteretic analysis of steel plate shear walls (SPSWs) and a modified strip model for SPSWs. Advances in Structural Engineering, 15(10), 1751-1764. https://doi.org/10.1260%2F1369-4332.15.10.1751
[16] Wang, M., & Yang, W. (2018). Equivalent constitutive model of steel plate shear wall structures. Thin-Walled Structures, 124, 415-429. https://doi.org/10.1016/j.tws.2017.12.016
[17] Bai, J., Zhang, J., Jin, S., Du, K., & Wang, Y. H. (2021). A multi-modal-analysis-based simplified seismic design method for high-rise frame-steel plate shear wall dual structures. Journal of Constructional Steel Research, 177, 106484. https://doi.org/10.1016/j.jcsr.2020.106484
[18] Moradnezhad, B., Oghabi, M., TahamouliRoudsari, M., & Movahednia, M. (2022). A novel practical truss-based approach for evaluation the non-linear behavior of steel plate shear walls. In Structures, 40(16), 370-385. https://doi.org/10.1016/j.istruc.2022.03.076
[19] Ghosh, S; Das, A; Adam, F. (2009). Design of Steel Plate Shear Walls Considering Inelastic Drift Demand. Journal of Constructional Steel Research, 65(7), 1431-1437. https://doi.org/10.1016/j.jcsr.2009.02.008
[20] Tasnimi AA, Mohebkhah A. (2011). Investigation on the behavior of brick-infilled steel frames with openings, experimental and analytical approaches. Engineering Structures. 1;33(3), 968-80. https://doi.org/10.1016/j.engstruct.2010.12.018
[21] Sigariyazd MA, Joghataie A, Attari NK. (2016). Analysis and design recommendations for diagonally stiffened steel plate shear walls. Thin-Walled Structures. 1;103:72-80. https://doi.org/10.1016/j.tws.2016.02.008
[22] Gholhaki, M., Ahmadnejad, F, Rezayfar, O. (2019). Presentation of a new method for calculating the equivalent thickness to design stiffened steel shear walls using Plate frame interaction model. Journal of Structural and Construction Engineering, 6(3), 132-148. (In Persian). https://doi.org/10.22065/jsce.2019.179141.1830
[23] Zabihi, S., Mamazizi, A., (2021). Theoretical investigation of the middle panel in steel plate shear walls with two rectangular openings. Journal of Structural and Construction Engineering, 8(10), 252-277. (In Persian). https://doi.org/10.22065/jsce.2021.265930.2328
[24] Shayanfar M, Broujerdian V, Ghamari A. (2020) Numerically and parametrically investigating the cracked steel plate shear walls (SPSWs). Iranian Journal of Science and Technology, Transactions of Civil Engineering. 44(2):481-500. http://doi.org/10.1007/s40996-019-00250-6
[25] Gholhaki, M., Rezayfar, O., rahimikhah, M. (2021). Provide Analytical Relationship to Calculate the Strength of Composite Steel Shear Walls by Abaqus software. Journal of Structural and Construction Engineering, 8(3), 42-55. (In Persian). https://doi.org/10.22065/jsce.2019.179141.1830
[26] FEMA 273 (1997), FE. NEHRP guidelines for the seismic rehabilitation of buildings. Federal Emergency Management Agency.
[27] Computers and Structures, CSI Inc. (2020). SAP 2000 documentation, Berkeley, California, USA.
[28] Alavi E, Nateghi F. (2013). Experimental study on diagonally stiffened steel plate shear walls with central perforation. Journal of Constructional Steel Research. 1;89:9-20. https://doi.org/10.1016/j.jcsr.2013.06.005
[29] Jalali S, Banazadeh M. (2016). Development of a new deteriorating hysteresis model for seismic collapse assessment of thin steel plate shear walls. Thin-Walled Structure,106:244–57. https://doi.org/10.1016/j.tws.2016.05.008
[30] Vian D, Bruneau M, Tsai K-C, Lin Y-C. (2009). Special perforated steel plate shear walls with reduced beam section anchor beams. i: Experimental investigation. Journal Structural Enginreeing;135:211–20. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:3(211)
[31] 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. https://doi.org/10.1016/j.engstruct.2020.111340