[1] P. Timler, G.L. Kulak, Experimental study of steel plate shear walls, Dept. of Civ. Engrg., Uni versity of Alberta, Edmonton, Alta., Canada., 1983.
[2] L.J. Thorburn, C. Montgomery, G.L. Kulak, Analysis of steel plate shear walls, Dept. of Civ. Engrg., University of Alberta, Edmonton, Alta., Canada., 1983.
[3] S. Sabouri-Ghomi, M. Gholhaki, Tests of two three-story ductile steel plate shear walls, in: Structures Congress 2008: Crossing Borders, 2008, pp. 12-1.
[4] M. Elgaaly, Thin steel plate shear walls behavior and analysis, Thin-Walled Structures, 180-151 (1998) (3-1)32.
[5] R.G. Driver, G.L. Kulak, D.L. Kennedy, A.E. Elwi, Cyclic test of four-story steel plate shear wall, Journal of Structural Engineering, 120-112 (1998) (2)124.
[6] A. Arabzadeh, M. Soltani, A. Ayazi, Experimental investigation of composite shear walls under shear loadings, Thin-Walled Structures, 854-842 (2011) (7)49.
[7] M. Bruneau, T. Bhagwagar, Seismic retrofit of flexible steel frames using thin infill panels, Engineering Structures,24(4)(2002) 344-354
[8] B. Kioumarsi, M. Gholhaki, A. Kheyroddin, M. Kioumarsi, Analytical study of building height effects over Steel Plate Shear Wall Behavior, International Journal of Engineering and Technology Innovation, 263-255 (2016) (4)6.
[9] A. Formisano, G. De Matteis, S. Panico, F. Mazzolani, Seismic upgrading of existing RC buildings by slender steel shear panels: A full-scale experimental investigation, Advanced Steel Construction, 45-26 (2008) (1)4.
[10] A. Formisano, G. De Matteis, F. Mazzolani, Numerical and experimental behaviour of a full-scale RC structure upgraded with steel and aluminium shear panels, Computers & structures, 1360-1348 (2010) (24-23)88.
[11] I.-R. Choi, H.-G. Park, Cyclic loading test for reinforced concrete frame with thin steel infill plate, Journal of Structural Engineering, 664-654 (2011) (6)137.
[12] T. Görgülü, Y.S. Tama, S. Yilmaz, H. Kaplan, Z. Ay, Strengthening of reinforced concrete structures with external steel shear walls, Journal of Constructional Steel Research, 235-226 (2012) 70.
[13] C.-H. Li, A.-C. Wu, K.-C. Tsai, Experimental Investigation on the Seismic Retrofit of Existing Reinforced Concrete Buildings Using Steel Plate Shear Walls, in: Improving the Seismic Performance of Existing Buildings and Other Structures 2015 ,2015, pp. 692-681.
[14] A. Formisano, F.M. Mazzolani, On the selection by MCDM methods of the optimal system for seismic retrofitting and vertical addition of existing buildings, Computers & Structures, 13-1 (2015) 159.
[15] M. Dastfan, R. Driver, Test of a Steel Plate Shear Wall with Partially Encased Composite Columns and RBS Frame Connections, Journal of Structural Engineering, 04017187 (2017) (2)144.
[16] M. Bypour, M. Gholhaki, M. Kioumarsi, B. Kioumarsi, Nonlinear analysis to investigate effect of connection type on behavior of steel plate shear wall in RC frame, Engineering Structures, 624-611 (2019) 179.
[17] I. Choi, H. Park, Steel Plate Shear Walls with Various Infill Plate Designs, Journal of Structural Engineering, .531)7( )9002( 587-697
[18] D. Systèmes, Abaqus 6.14–Analysis Users’s Guide, Providence, Rhode Island, (2013).
[19] C. An, X. Castello, M. Duan, R.D. Toledo Filho, S.F. Estefen, Ultimate strength behaviour of sandwich pipes filled with steel fiber reinforced concrete, Ocean Engineering, 135-125 (2012) 55.
[20] B.S.S. Council, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures (FEMA 450): Provisions/Prepared by the Building Seismic Safety Council, Building Seismic Safety Council, National Institute of Building Sciences, 2004.
[21] 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.
[22] N.M. Newmark, Earthquake spectra and design, Earthquake Eng. Research Institute, Berkeley, CA, (1982).