DOI QR코드

DOI QR Code

Nonlinear seismic performance of code designed perforated steel plate shear walls

  • Barua, Kallol (Department of Building, Civil and Environmental Engineering, Concordia University) ;
  • Bhowmick, Anjan K. (Department of Building, Civil and Environmental Engineering, Concordia University)
  • Received : 2018.06.08
  • Accepted : 2019.03.19
  • Published : 2019.04.10

Abstract

Nonlinear seismic performances of code designed Perforated Steel Plate Shear Walls (P-SPSW) were studied. Three multi-storey (4-, 8-, and 12-storey) P-SPSWs were designed according to Canadian seismic provisions and their performance was evaluated using time history analysis for ground motions compatible with Vancouver response spectrum. The selected code designed P-SPSWs exhibited excellent seismic performance with high ductility and strength. The current code equation was found to provide a good estimation of the shear strength of the perforated infill plate, especially when the infill plate is yielded. The applicability of the strip model, originally proposed for solid infill plate, was also evaluated for P-SPSW and two different strip models were studied. It was observed that the strip model with strip widths equal to center to center diagonal distance between each perforation line could reasonably predict the inelastic behavior of unstiffened P-SPSWs. The strip model slightly underestimated the initial stiffness; however, the ultimate strength was predicted well. Furthermore, applicability of simple shear-flexure beam model for determination of fundamental periods of P-SPSWs was studied.

Keywords

References

  1. Ali, M.M., Osman, S.A., Husam, O.A. and Al-Zand, A.W. (2018), "Numerical study of the cyclic behavior of steel plate shear wall systems (SPSWs) with differently shaped openings", Steel Compos. Struct., Int. J., 26(3), 361-373.
  2. ANSI/AISC (2010), Seismic Provisions for Structural Steel Buildings; American Institute of Steel Construction, Chicago, IL, USA.
  3. ANSI/AISC 360-16 (2016), Specifications for Structural Steel Buildings; American Institute of Steel Construction, Chicago, IL, USA.
  4. ASCE 7-10 (2010), Minimum Design Loads for Buildings and Other Structures; American Society of Civil Engineers, Structural Engineering Institute, USA.
  5. Atkinson, G.M. (2009), Earthquake Time Histories Compatible with the 2005 NBCC Uniform Hazard Spectrum. URL: www.seismotoolbox.ca
  6. Barkhordari, M.A., Hosseinzadeh, S.A.A. and Seddighi, M. (2014), "Behavior of steel plate shear walls with stiffened fullheight rectangular openings", Asian J. Civil Eng., 15(5), 741-759.
  7. Barua, K. (2016), "Seismic performance of perforated steel plate shear walls designed according to Canadian seismic provisions", M.Sc. Thesis; Concordia University, Montreal, QC, Canada.
  8. Berman, J.W. and Bruneau, M. (2008), "Capacity design of vertical boundary elements in steel plate shear walls", Eng. J., 45(1), 57-71.
  9. Bhowmick, A.K., Driver, R.G. and Grondin, G.Y. (2009), "Seismic analysis of steel plate shear walls considering strain rate and P-delta effects", J. Constr. Steel Res., 65(5), 1149-1159. https://doi.org/10.1016/j.jcsr.2008.08.003
  10. Bhowmick, A.K., Grondin, G.Y. and Driver, R.G. (2011), "Estimating fundamental periods of steel plate shear walls", Eng. Struct., 33, 1883-1893. https://doi.org/10.1016/j.engstruct.2011.02.010
  11. Bhowmick, A.K., Grondin, G.Y. and Driver, R.G. (2014), "Nonlinear seismic analysis of perforated steel plate shear walls", J. Constr. Steel Res., 94, 103-113. https://doi.org/10.1016/j.jcsr.2013.11.006
  12. Charney, F.A., Iyer, H. and Spears, P.W. (2005), "Computation of major axis shear deformations in wide flange steel girders and columns", J. Constr. Steel Res., 61, 1525-1558. https://doi.org/10.1016/j.jcsr.2005.04.002
  13. CSA (2009), Limit states design of steel structures; Canadian Standards Association, CAN/CSA-S16-09, Toronto, ON, Canada.
  14. CSA (2014), Limit States Design of Steel Structures; Canadian Standards Association, CAN/CSA-S16-14, Mississauga, ON, Canada.
  15. Driver, R.G., Kulak, G.L., Kennedy, D.J.L. and Elwi, A.E. (1998), "Cyclic test of four storey steel plate shear wall", J. Struct. Eng., ASCE, 124(2), 112-120. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(112)
  16. Gail, A., Karen, A. and Bernie, D. (2009), Engineering seismology toolbox.
  17. Hibbitt, Karlsson, and Sorensen (2007), ABAQUS/Standard User's Manual; Version 6.7, HKS Inc., Pawtucket, RI, USA.
  18. Hosseinzadeh, S.A.A. and Tehranizadeh, M. (2012), "Introduction of stiffened large rectangular openings in steel plate shear walls", J. Constr. Steel Res., 77, 180-192. https://doi.org/10.1016/j.jcsr.2012.05.010
  19. Naumoski, N., Saatcioglu, M. and Amiri-Hormozaki, K. (2004), "Effects of scaling of earthquake excitations on the dynamic response of reinforced concrete frame buildings", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada.
  20. NBCC (2010), National Building Code of Canada. Canadian Commission on Building and Fire Codes; National Research Council of Canada (NRCC), Ottawa, ON, Canada.
  21. PEER (2010), Next Generation Attenuation of Ground Motions Project (NGA) Database; Pacific Earthquake Engineering Research Center, Berkely, CA, USA.
  22. Purba, R.H. (2006), "Design recommendations for perforated steel plate shear walls", M.Sc. Thesis; State University of New York at Buffalo, NY, USA.
  23. Qu, B. and Bruneau, M. (2010), "Capacity design of intermediate horizontal boundary elements of steel plate shear walls", J. Struct. Eng., 136(6), 665-675. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000167
  24. Roberts, T.M. and Sabouri-Ghomi, S. (1992), "Hysteretic characteristics of unstiffened perforated steel plate shear panels", Thin-Wall. Struct., 14, 139-151. https://doi.org/10.1016/0263-8231(92)90047-Z
  25. Sabouri-Ghomi, S. and Mamazizi, S. (2015), "Experimental investigation on stiffened steel plate shear walls with two rectangular openings", Thin-Wall. Struct., 86, 56-66. https://doi.org/10.1016/j.tws.2014.10.005
  26. Sabouri-Ghomi, S., Mamazizi, S. and Alavi, M. (2016), "An Investigation into Linear and Nonlinear Behavior of Stiffened Steel Plate Shear Panels with Two Openings", Adv. Struct. Eng., 18(5), 687-700. https://doi.org/10.1260/1369-4332.18.5.687
  27. Shekastehband, B., Azaraxsh, A.A. and Showkati, H. (2017), "Hysteretic behavior of perforated steel plate shear walls with beam-only connected infill plates", Steel Compos. Struct., Int. J., 25(4), 505-521.
  28. Shishkin, J.J., Driver, R.G. and Grondin, G.Y. (2005), "Steel plate shear walls using the modified strip model", Structural Engineering Report No. 261; Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada.
  29. Soltani, N., Abedi, K., Poursha, M. and Golabi, H. (2017), "An investigation of seismic parameters of low yield strength steel plate shear walls", Eartq. Struct., Int. J., 12(6), 713-723.
  30. Thorburn, L.J., Kulak, G.L. and Montgomery, C.J. (1983), "Analysis of Steel Plate Shear Walls", Structural Report No. 107; Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada.
  31. Topkaya, C. and Kurban, C.O. (2009), "Natural periods of steel plate shear wall systems", J. Constr. Steel Res., 65(3), 542-551. https://doi.org/10.1016/j.jcsr.2008.03.006
  32. Vian, D. (2005), "Steel plate shear wall for seismic design and retrofit of building structures", Ph.D. Thesis; The state university of New York at Buffalo, NY, USA.

Cited by

  1. Behavior of FRP-reinforced steel plate shear walls with various reinforcement designs vol.33, pp.5, 2019, https://doi.org/10.12989/scs.2019.33.5.729
  2. A simplified method for fundamental period prediction of steel frames with steel plate shear walls vol.29, pp.7, 2019, https://doi.org/10.1002/tal.1718