References:
[1] Berman, J. W., Lowes, L. N., Okazaki, T., et al. “Research needs and future directions for steel plate shear walls”, Structures Congress 2008: Crossing Borders, pp. 1-10 (2008).
[2] Astaneh-Asl, A. “Seismic Behavior and Design of Steel Shear Walls”, Structural Steel Educational Council Moraga, CA, USA (2001).
[3] AISC, “Specification for structural steel buildings”, American Institute of Steel Construction; Chicago, Ill (2016a).
[4] AISC, “Seismic provisions for structural steel buildings”, American Institute of Steel Construction; Chicago, Ill (2016b).
[5] Canadian Standards Association, Limit states design of steel structures—CAN/CSA-S16; Rexdale, Ontario (2014).
[6] Ali, M.M., Osman, S.A., Husam, O.A., et al. “Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings”, Steel and Composite Structures, 26(3), pp. 361-373 (2018).
[7] Barua, K. and Bhowmick, A.K. “Nonlinear seismic performance of code designed perforated steel plate shear walls”, Steel and Composite Structures, 31(1), pp. 85-98 (2019).
[8] Guo, L., Rong, Q., Ma, X., et al. “Behavior of steel plate shear wall connected to frame beams only”, International Journal of Steel Structures, 11(4), pp. 467-479 (2011).
[9] Jahanpour, A., Jönsson, A. and Moharrami, H. “Seismic behavior of semi-supported steel shear walls”, Journal of Constructional Steel Research, 74, pp. 118-133 (2012).
[10] Bruneau, M., Uang, C.M. and Sabelli, R., Ductile Design of Steel Structures, McGraw Hill Professional, New York, NY, USA (2011).
[11] Caccese, V., Elgaaly, M. and Chen, R. “Experimental study of thin steel-plate shear walls under cyclic load”, Journal of Structural Engineering, 119(2), pp. 573-587 (1993).
[12] Sabouri-Ghomi, S. and Sajjadi, S.R.A. “Experimental and theoretical studies of steel shear walls with and without stiffeners”, Journal of Constructional Steel Research, 75, pp. 152-159 (2012).
[13] Jin, S., Ou, J. and Liew, J.R. “Stability of buckling-restrained steel plate shear walls with inclined-slots”, theoretical analysis and design recommendations. J Constr Steel Res;117: pp. 13–23 (2016).
[14] Valizadeh, H., Veladi, H., Farahm, B., et al. “Experimental investigation on cyclic behavior of butterfly-shaped link steel plate shear walls (BLSPSWs) ”, Int. J. Eng., IJE Trans. B: Appl. 32 (11) pp. 1559–1569 (2019).
[15] Formisano, A., Castaldo, C. and Chiumiento, G. “Optimal seismic upgrading of a reinforced concrete school building with metal-based devices using an efficient multi-criteria decision-making method”, Structure and Infrastructure Engineering, 13 (11), pp. 1373-1389 (2017).
[16] Shekastehband, B., Azaraxsh, A. A. and Showkati, H. “Hysteretic behavior of perforated steel plate shear walls with beam-only connected infill plates”, Steel and Composite Structures, 25(4), pp. 505-521 (2017).
[17] Liu, W.Y., Li, G.Q. and Jiang, J. “Capacity design of boundary elements of beam-connected buckling restrained steel plate shear wall”, Steel and Composite Structures, 29(2), pp. 231-242 (2018).
[18] Choi, I.R. and Park, H.G. “Steel plate shear walls with various infill plate designs”, Journal of Structural Engineering, 135(7), pp. 785-796 (2009).
[19] Jahanpour, A., Moharrami, H. and Aghakoochak, A. “Evaluation of ultimate capacity of semi-supported steel shear walls”, Journal of Constructional Steel Research, 67(6), pp. 1022-1030 (2011).
[20] Xu, T., Shao, J.H., Zhang, J.Y., et al. “Experimental performance evaluation of multi-storey steel plate shear walls designed by different methods”, International Journal of Civil Engineering, 17(7), pp. 1145-1154 (2019).
[21] Qin, Y., Lu, J. and Cao, S. “Flexural behavior of beams in steel plate shear walls”, Steel and Composite Structures, 23(4), pp. 473-481 (2017).
[22] Moghaddam, S.H. and Masoodi, A.R. “Elastoplastic nonlinear behavior of planar steel gabled frame”, Advances in Computational Design, 4(4), pp. 397-413 (2019).
[23] Wei, M.W., Richard Liew, J.Y. and Fu, X.Y. “Nonlinear finite element modeling of novel partially connected buckling-restrained steel plate shear walls”, International Journal of Steel Structures, 19(1), pp. 28-43 (2019).
[24] Abedini, M., Raman, S.N., Mutalib, A.A., et al. “Strengthening of the panel zone in steel moment-resisting frames”, Advances in Computational Design, (2019).
[25] Jalali, S.A. and Darvishan, E. “Seismic demand assessment of self-centering steel plate shear walls”, Journal of Constructional Steel Research, 162, 105738 (2019).
[26] Soltani, N., Karim Abedi, M.P. and Golabi, H. “An investigation of seismic parameters of low yield strength steel plate shear walls”, Earthquakes and Structures, 12(6), pp. 713-723 (2017).
[27] Valizadeh, H., Farahmand Azar, B., Veladi, H., et al. “The shear capacity assessment of steel plate shear walls with peripheral circular holes”, Thin-Walled Structures, Volume 163, 107638 (2021).
[28] De Matteis, G., Formisano, A., Mazzolani, F.M., et al. “Design of low-yield metal shear panels for energy dissipation”, Improvement of Buildings' Structural Quality by New Technologies - Proceedings of the Final Conference of COST Action C12, pp. 665-675 (2005).
[29] Formisano, A., Mazzolani, F.M., Brando, G., et al. “Numerical evaluation of the hysteretic performance of pure aluminium shear panels”, Proceedings of the 5th International Conference on Behaviour of Steel Structures in Seismic Areas - Stessa 2006, pp. 211-217 (2006).
[30] Formisano, A., Mazzolani, F.M. and De Matteis, G. “Numerical analysis of slender steel shear panels for assessing design formulas”, International Journal of Structural Stability and Dynamics, 7 (2), pp. 273-294 (2007).
[31] ASCE/SEI 7‐16, “Minimum design loads and associated criteria for buildings and other structures”, American Society of Civil Engineers; Reston, VA, Fairfax (2017).
[32] Amani, M., Alinia, M.M. and Fadakar, M. “mperfection sensitivity of slender/stocky metal plates”, Thin-Walled Structures, 73, pp. 207-215 (2013).
[33] Jahanpour, A. and Moharrami, H. “Evaluation of behavior of the secondary columns in semi-supported steel shear walls”, Thin-Walled Structures, 93, pp. 94-101 (2015).
[34] Broujerdian, V., Shayanfar, M. and Ghamari, A. “Corner crack effect on the seismic behavior of steel plate shear wall system”, Civil Engineering Infrastructures Journal, 50(2), pp.311-332 (2017).
[35] Ghadami, A., Pourmoosavi, G. and Ghamari, A. “Seismic design of elements outside of the short low-yield-point steel shear links”, Journal of Constructional Steel Research, 178, p.106489 (2021).
[36] Broujerdian, V., Ghamari, A. and Ghadami, A. “An investigation into crack and its growth on the seismic behavior of steel shear walls”, Thin-Walled Structures, 101, pp. 205-212 (2016).
[37] Alavi, E. and Nateghi, F. “Experimental study on diagonally stiffened steel plate shear walls with central perforation”, Journal of Constructional Steel Research, 89, pp. 9-20 (2013).
[38] Hosseinzadeh, S.A.A. and Tehranizadeh, M. “Introduction of stiffened large rectangular openings in steel plate shear walls”, Journal of Constructional Steel Research, 77, pp. 180-192 (2012).