Characteristics of the wall-frame interaction in steel plate shear walls with perforated infill plates

Document Type : Article

Authors

1 Department of Civil Engineering, Sharif University of Technology, Tehran, Iran

2 Center of Excellence in Structures and Earthquake Engineering, Department of Civil Engineering, Sharif University of Technology, Tehran, P.O. Box 11155-9313, Iran

Abstract

The non-linear response of steel plate shear walls (SPSWs) with perforated infill plates are studied by considering the interaction effect between the frame and the infill plate. A number of single and 14-stories SPSWs with solid and perforated infill panels with different perforation ratios are studied numerically. The results are utilized to discuss (a) the influence of perforated ratio and placement of the holes on system behavior (b) changes in system strength, stiffness, damping ratio and ductility due to the introduction of perforation in infill panels, and (c) evaluate the change in behavior of low and high-rise structures by the introduction of perforations. The results reveal that the perforation ratio is not the only controlling factor in strength and ductility of the shear wall specimens, and the strength and ductility of SPSW also depend upon the placement array of the perforations in the infill plate. The ultimate strength, ductility ratio and initial stiffness of the perforated SPSWs have been reduced to 28, 29 and 33.5% compared to the reference specimen, respectively. Also, the values of normalized CHE and LHE and equivalent viscous damping ratio in perforated specimens reduced to about 28, 26 and 10%, respectively.

Keywords

References

  1. References

    1. Sabelli, R. and M. Bruneau, "Design guide 20: steel plate shear walls", American Institute of Steel Construction. Chicago, IL, USA, (2007).
    2. Astaneh-Asl, A., "Seismic behavior and design of steel shear walls", Structural Steel Educational Council Moraga, CA (2001).
    3. Habashi, H. and M. Alinia, "Characteristics of the wall–frame interaction in steel plate shear walls", Journal of Constructional Steel Research, 66(2): p. 150-158 (2010).
    4. Alinia, M. and R.S. Shirazi, "On the design of stiffeners in steel plate shear walls", Journal of Constructional Steel Research, 65(10-11): p. 2069-2077 (2009).
    5. Alinia, M., H. Habashi, and A. Khorram, "Nonlinearity in the postbuckling behaviour of thin steel shear panels", Thin-walled structures, 47(4): p. 412-420 (2009).
    6. Hosseinzadeh, S. and M. Tehranizadeh, "Introduction of stiffened large rectangular openings in steel plate shear walls", Journal of Constructional Steel Research, 77: p. 180-192 (2012).
    7. Thorburn, L.J., C. Montgomery, and G.L. Kulak, "Analysis of steel plate shear walls", (1983).
    8. Timler, P.A. and G.L. Kulak, "Experimental study of steel plate shear walls", (1983).
    9. Tromposch, E.W. and G.L. Kulak, "Cyclic and static behaviour of thin panel steel plate shear walls", (1987).
    10. Caccese, V., M. Elgaaly, and R. Chen, "Experimental study of thin steel-plate shear walls under cyclic load", Journal of Structural Engineering, 119(2): p. 573-587 (1993).
    11. Driver, R. G., Kulak, G. L., Kennedy, D. L., & Elwi, A. E., "Cyclic test of four-story steel plate shear wall", Journal of Structural Engineering, 124(2): p. 112-120 (1998).
    12. Elgaaly, M. and Y. Liu, "Analysis of thin-steel-plate shear walls", Journal of Structural Engineering, 123(11): p. 1487-1496 (1997).
    13. Rezai, M., "Seismic behaviour of steel plate shear walls by shake table testing", University of British Columbia (1999).
    14. Roberts, T.M. and S. Sabouri-Ghomi, "Hysteretic characteristics of unstiffened perforated steel plate shear panels", Thin-Walled Structures, 14(2): p. 139-151 (1992).
    15. Sabouri-Ghomi, S., S. Mamazizi, and M. Alavi, "An investigation into linear and nonlinear behavior of stiffened steel plate shear panels with two openings", Advances in Structural Engineering, 18(5): p. 687-700 (2015).
    16. Alavi, E. and F. Nateghi, "Experimental study on diagonally stiffened steel plate shear walls with central perforation", Journal of Constructional Steel Research, 89: p. 9-20 (2013).
    17. Pellegrino, C., E. Maiorana, and C. Modena, "Linear and non-linear behaviour of steel plates with circular and rectangular holes under shear loading", Thin-Walled Structures, 47(6-7): p. 607-616 (2009).
    18. Berman, J.W. and M. Bruneau, "Experimental investigation of light-gauge steel plate shear walls", Journal of Structural Engineering, 131(2): p. 259-267 (2005).
    19. 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", Journal of Structural Engineering, 135(3): p. 211-220 (2009).
    20. Vian, D., M. Bruneau, and R. Purba, "Special perforated steel plate shear walls with reduced beam section anchor beams. II: Analysis and design recommendations", Journal of Structural Engineering, 135(3): p. 221-228 (2009).
    21. Purba, R.H., "Design recommendations for perforated steel plate shear walls", State University of New York at Buffalo (2006).
    22. Emami, F. and M. Mofid, "On the improvement of steel plate shear wall behavior, using energy absorbent element", Scientia Iranica, 24(1): p. 11-18 (2017).
    23. Akbari Hamed, A. and M. Mofid, "Parametric study and computation of seismic performance factors of braced shear panels", Scientia Iranica, 23(2): p. 460-474 (2016).
    24. Paik, J.K., "Ultimate strength of perforated steel plates under edge shear loading", Thin-Walled Structures, 45(3): p. 301-306 (2007).
    25. Valizadeh, H., M. Sheidaii, and H. Showkati, "Experimental investigation on cyclic behavior of perforated steel plate shear walls", Journal of Constructional Steel Research, 70: p. 308-316 (2012).
    26. Bhowmick, A.K., G.Y. Grondin, and R.G. Driver, "Estimating fundamental periods of steel plate shear walls", Engineering Structures, 33(6): p. 1883-1893 (2011).
    27. Moghimi, H. and R.G. Driver, "Column demands in steel plate shear walls with regular perforations using performance-based design methods", Journal of Constructional Steel Research, 103: p. 13-22 (2014).
    28. Barkhordari, M., S. Asghar Hosseinzadeh, and M. Seddighi, "Behavior of steel plate shear walls with stiffened full-height rectangular openings", Asian Journal of Civil Engineering, 15(5): p. 741-759 (2014).
    29. Afshari, M.J. and M. Gholhaki, "Shear strength degradation of steel plate shear walls with optional located opening", Archives of Civil and Mechanical Engineering, 18(4): p. 1547-1561 (2018).
    30. Sabouri-Ghomi, S., Ahouri, E., Sajadi, R., Alavi, M., "Stiffness and strength degradation of steel shear walls having an arbitrarily-located opening", Journal of Constructional Steel Research, 79: p. 91-100 (2012).
    31. Bahrebar, M., Kabir, M. Z., Zirakian, T., Hajsadeghi, M., & Lim, J. B., "Structural performance assessment of trapezoidally-corrugated and centrally-perforated steel plate shear walls", Journal of Constructional Steel Research, 122: p. 584-594 (2016).
    32. Deylami, A. and H. Daftari. "Non-Linear. Behavior of Steel Plate Shear Wall with Large Rectangular Opening" In Proceedings of the 12th World Conference on Earthquake Engineering, pp. 1-7. (2000).
    33. Farzampour, A., J.A. Laman, and M. Mofid, "Behavior prediction of corrugated steel plate shear walls with openings", Journal of Constructional Steel Research, 114: p. 258-268 (2015).
    34. Saad-Eldeen, S., Y. Garbatov, and C.G. Soares, "Experimental failure assessment of high tensile stiffened plates with openings", Engineering Structures, 206: p. 110121 (2020).
    35. Shekastehband, B., Azaraxsh, A. A., Showkati, H., & Pavir, A., "Behavior of semi-supported steel shear walls: Experimental and numerical simulations", Engineering structures, 135: p. 161-176 (2017).
    36. Phillips, A.R. and M.R. Eatherton, "Computational study of elastic and inelastic ring shaped–steel plate shear wall behavior", Engineering Structures, 177: p. 655-667 (2018).
    37. Mu, Z. and Y. Yang, "Experimental and numerical study on seismic behavior of obliquely stiffened steel plate shear walls with openings", Thin-Walled Structures, 146: p. 106457 (2020).
    38. Paslar, N., A. Farzampour, and F. Hatami. "Investigation of the infill plate boundary condition effects on the overall performance of the steel plate shear walls with circular openings", In Structures, vol. 27, pp. 824-836. Elsevier, (2020).
    39. Khan, N.A. and G. Srivastava. "Models for strength and stiffness of steel plate shear walls with openings", In Structures, vol. 27, pp. 2096-2113. Elsevier, (2020).
    40. Yekrangnia, M. and P.G. Asteris, "Multi-strut macro-model for masonry infilled frames with openings", Journal of Building Engineering, 32: p. 101683 (2020).
    41. Asteris, P. G., Cotsovos, D. M., Chrysostomou, C. Z., Mohebkhah, A., & Al-Chaar, G. K., "Mathematical micromodeling of infilled frames: state of the art", Engineering Structures, 56: p. 1905-1921 (2013).
    42. Cavaleri, L., M. Zizzo, and P.G. Asteris, "Residual out-of-plane capacity of infills damaged by in-plane cyclic loads", Engineering Structures, 209: p. 109957 (2020).
    43. Lemonis, M. E., Asteris, P. G., Zitouniatis, D. G., & Ntasis, G. D., "Modeling of the lateral stiffness of masonry infilled steel moment-resisting frames", Structural Engineering and Mechanics, 70(4): p. 421-429 (2019).
    44. Purba, R. and M. Bruneau, "Finite-element investigation and design recommendations for perforated steel plate shear walls", Journal of structural engineering, 135(11): p. 1367-1376 (2009).
    45. Sabouri-Ghomi, S. and S.R.A. Sajjadi, "Experimental and theoretical studies of steel shear walls with and without stiffeners", Journal of constructional steel research, 75: p. 152-159 (2012).
    46. Roberts, T.M. and S.S. Ghomi, "Hysteretic characteristics of unstiffened plate shear panels", Thin-Walled Structures, 12(2): p. 145-162 (1991).
    47. Sabouri-Ghomi, S., Discussion of “Plastic Analysis and Design of Steel Plate Shear Walls” by Jeffrey Berman and Michel Bruneau. Journal of Structural Engineering, 131(4): p. 695-697 (2005).
    48. Sabouri-Ghomi, S., C.E. Ventura, and M.H. Kharrazi, "Shear analysis and design of ductile steel plate walls", Journal of Structural Engineering, 131(6): p. 878-889 (2005).
    49. Venture, SAC Joint, and Guidelines Development Committee. "Recommended seismic design criteria for new steel moment-frame buildings", Vol. 350. Washington, DC, USA: Federal Emergency Management Agency, (2000).
    50. AISC, ANSI/AISC 358-05. "Prequalified connections for special and intermediate steel moment frames for seismic applications", Chicago (IL): American Institute of Steel Construction (2006).
    51. SUT-DAM, version 4.0. User’s Manual, (2006).
    52. Choi, I.-R. and H.-G. Park, "Steel plate shear walls with various infill plate designs", Journal of structural engineering, 135(7): p. 785-796 (2009).
    53. Council, B.S.S., "Prestandard and commentary for the seismic rehabilitation of buildings", Report FEMA-356, Washington, DC (2000).
Scientia Iranica
Volume 28, Issue 6 - Serial Number 6
Transactions on Civil Engineering (A)
November and December 2021
Pages 3092-3111

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