Steel Plate Shear Wall with Different Infill Steel Plates

Document Type : Original Article


1 Ph.D. Candidate, Department of Civil Engineering, University of Arkansas, USA

2 Department of Civil Engineering, Kish International Branch, Islamic Azad University, Kish Island, Iran

3 Young Researchers Club, Roudehen Branch, Islamic Azad University, Roudehen, Iran

4 Assistant Professor, Department of Civil Engineering, Roudehen Branch, Islamic Azad University, Roudehen, Iran


The steel plate shear wall (SPSW) system is one of the most common and acceptable lateral-resisting structural systems for steel structures. Although the advantages of SPSW over the other structural systems are somehow well-known, the wall-farm interaction of the system is not comprehensively investigated. Therefore, the present study aims at investigating the interaction of the infill steel walls and the moment frames with RBS beams, using finite element method. For this purpose, different finite element model of SPSWs with various span lengths and infill steel plates are developed. The models have the low-yield, medium-yield, and high-strength infill steel plates. At first, eigenvalue buckling analysis is accomplished and those buckling mode shapes were used to introduce the initial imperfection for a realistic simulation. In the study, the important seismic parameters−including the lateral stiffness, the ultimate shear capacity, energy absorption, and ductility−are investigated using nonlinear pushover analysis.  Finite element results of the study indicate utilizing the low-yield steel plate affects inversely the contribution to the wall-frame interaction and reduces significantly the shear capacity of SPSWs. However, using high-strength structural steel plate enhances the shear capacity. Moreover, using infill steel plates with different properties does not change the initial elastic stiffness of the shear wall. Additionally, increasing the span length of steel plate shear wall, the ultimate shear strength and energy dissipation increase significantly, but the ductility of the system decreases.


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[1]     Sabelli R, Bruneau M. Steel Plate Shear Walls, American Institute of steel construction. Inc AISC Steel Des Guid 2006;20:1–21.
[2]     Vian D, Bruneau M, Tsai K-C, Lin Y-C. Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation. J Struct Eng 2009;135:211–20.
[3]     Astaneh-Asl A. Seismic behavior and design of steel shear walls 2001.
[4]     Association CS. Limit states design of steel structures—CAN/CSA-S16. 1-94. Rexdale, Ontario Can Stand Assoc 1994.
[5]     Construction AI of S. Seismic provisions for structural steel buildings. American Institute of Steel Construction; 2002.
[6]     Driver RG, Kulak GL, Kennedy DJL, Elwi AE. Cyclic test of four-story steel plate shear wall. J Struct Eng 1998;124:112–20.
[7]     Jahanpour A, Moharrami H, Aghakoochak A. Evaluation of ultimate capacity of semi-supported steel shear walls. J Constr Steel Res 2011;67:1022–30. doi:10.1016/j.jcsr.2011.01.007.
[8]     Jahanpour A, Jönsson J, Moharrami H. Seismic behavior of semi-supported steel shear walls. J Constr Steel Res 2012;74:118–33. doi:10.1016/j.jcsr.2012.02.014.
[9]     Alinia MM, Hosseinzadeh SAA, Habashi HR. Buckling and post-buckling strength of shear panels degraded by near border cracks. J Constr Steel Res 2008;64:1483–94. doi:10.1016/j.jcsr.2008.01.007.
[10]   Amiri B, AghaRezaei H, Esmaeilabadi R. The Effect of Diagonal Stiffeners on the Behaviour of Stiffened Steel Plate Shear Wall. J Comput Eng Phys Model 2018;1:58–67.
[11]   Zhao Q, Astaneh-Asl A. Cyclic Behavior of Traditional and Innovative Composite Shear Walls. J Struct Eng 2004;130:271–84. doi:10.1061/(ASCE)0733-9445(2004)130:2(271).
[12]   Shafaei S, Ayazi A, Farahbod F. The effect of concrete panel thickness upon composite steel plate shear walls. J Constr Steel Res 2016;117:81–90. doi:10.1016/j.jcsr.2015.10.006.
[13]   Rassouli B, Shafaei S, Ayazi A, Farahbod F. Experimental and numerical study on steel-concrete composite shear wall using light-weight concrete. J Constr Steel Res 2016;126:117–28. doi:10.1016/j.jcsr.2016.07.016.
[14]   Ayazi A, Ahmadi H, Shafaei S. The effects of bolt spacing on composite shear wall behavior. World Acad Sci Eng Technol 2012;6:10–27.
[15]   Shafaei S, Farahbod F, Ayazi A. Concrete Stiffened Steel Plate Shear Walls With an Unstiffened Opening. Structures 2017;12:40–53. doi:10.1016/j.istruc.2017.07.004.
[16]   Shafaei S, Farahbod F, Ayazi A. The wall-frame and the steel-concrete interactions in composite shear walls. Struct Des Tall Spec Build 2018;27:e1476. doi:10.1002/tal.1476.
[17]   Arabzadeh A, Soltani M, Ayazi A. Experimental investigation of composite shear walls under shear loadings. Thin-Walled Struct 2011;49:842–54. doi:10.1016/j.tws.2011.02.009.
[18]   Guo L, Li R, Rong Q, Zhang S. Cyclic behavior of SPSW and CSPSW in composite frame. Thin-Walled Struct 2012;51:39–52. doi:10.1016/j.tws.2011.10.014.
[19]   Shafaei S, Rassouli B, Ayazi A, Farahbod F. Nonlinear behavior of concrete stiffened steel plate shear wall. 7th Int. Conf. Seismol. Earthq. Eng. Tehran, Iran, 2015, p. 18–21.
[20]   Ayazi A, Farahbod F, Rassouli B, Shafaei S. Experimental research on concrete stiffened steel plate shear wall. 7th Int. Conf. Seismol. Earthq. Eng. Tehran, Iran, 2015, p. 18–21.
[21]   Sabouri-Ghomi S, Ventura CE, Kharrazi MH. Shear Analysis and Design of Ductile Steel Plate Walls. J Struct Eng 2005;131:878–89. doi:10.1061/(ASCE)0733-9445(2005)131:6(878).
[22]   Berman JW, Bruneau M. Experimental investigation of light-gauge steel plate shear walls for the seismic retrofit of buildings 2003.
[23]   Hosseinzadeh SAA, Tehranizadeh M. Introduction of stiffened large rectangular openings in steel plate shear walls. J Constr Steel Res 2012;77:180–92. doi:10.1016/j.jcsr.2012.05.010.
[24]   Lubell AS, Prion HGL, Ventura CE, Rezai M. Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading. J Struct Eng 2000;126:453–60. doi:10.1061/(ASCE)0733-9445(2000)126:4(453).
[25]   Habashi HR, Alinia MM. Characteristics of the wall–frame interaction in steel plate shear walls. J Constr Steel Res 2010;66:150–8. doi:10.1016/j.jcsr.2009.09.004.
[26]      ABAQUS Analysis user’s manual, version 6.10. n.d.