International journal of steel structures (국제강구조저널)

Korean Society of Steel Construction (한국강구조학회)
권호 표지
DOI QR코드

DOI QR Code

Seismic Behavior Investigation of the Corrugated Steel Shear Walls Considering Variations of Corrugation Geometrical Characteristics

  • Farzampour, Alireza (Department of Civil and Environmental Engineering, Virginia Tech) ;
  • Mansouri, Iman (Department of Civil Engineering, Birjand University of Technology) ;
  • Hu, Jong Wan (Department of Civil and Environmental Engineering, Incheon National University)
  • Received : 2017.11.22
  • Accepted : 2018.07.01
  • Published : 2018.11.30
⟨ Previous Next ⟩

Abstract

The corrugated steel plate shear walls have recently been proposed to address the seismic issues associated with simple steel plate shear walls; however, stiffness, strength, and ductility of the corrugated shear walls are significantly affected by varying the corrugation geometry under seismic loading. The present study investigates steel shear walls' models with corrugated or simple infill plates subjected to monotonic and cyclic loads. The performance of the corrugated steel plate is evaluated and then compared to that of the simple steel plates by evaluating the damping ratios and energy dissipation capability. The effect of corrugation profile angle, the existence of an opening, and the corrugation subpanel length are numerically investigated after validation of the finite element modeling methodology. The results demonstrate that incorporating corrugated plates would lead to better seismic damping ratios, specifically in the case of opening existence inside of the infill plate. Specifically, the corrugation angle of $30^{\circ}$ decreases the ultimate strength, while increasing the initial stiffness and ductility. In addition, the subpanel length of 100 mm is found to be able to improve the overall performance of shear wall by providing each subpanel appropriate support for the adjacent subpanel, leading to a sufficient buckling resistance performance.

Keywords

Acknowledgement

Supported by : Incheon National University

References

  1. ABAQUS-6.14. (2014). Johnston, RI: Dassault Systemes Simulia Corporation.
  2. Bacher, A. E., & Kirkland, D. E. (1986). Corrugated plate structures with continuous longitudinal stiffeners: Live load research and recommended design features for short-span bridges. Transportation Research Record, 1087, 25-31.
  3. Berman, J., & Bruneau, M. (2003). Plastic analysis and design of steel plate shear walls. Journal of Structural Engineering, 129(11), 1448-1456. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:11(1448)
  4. Berman, J. W., & Bruneau, M. (2008). Capacity design of vertical boundary elements in steel plate shear walls. AISC Engineering Journal, 15(1), 55-71.
  5. Dou, C., Jiang, Z. Q., Pi, Y. L., & Guo, Y. L. (2016). Elastic shear buckling of sinusoidally corrugated steel plate shear wall. Engineering Structures, 121, 136-146. https://doi.org/10.1016/j.engstruct.2016.04.047
  6. Driver, R. G., Abbas, H. H., & Sause, R. (2006). Shear behavior of corrugated web bridge girders. Journal of Structural Engineering, 132(2), 195-203. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:2(195)
  7. Driver, R. G., Kulak, G. L., Kennedy, D. J. L., & Elwi, A. E. (1998). Cyclic test of four-story steel plate shear wall. Journal of Structural Engineering, 124(2), 112-120. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(112)
  8. Emami, F., & Mofid, M. (2014). On the hysteretic behavior of trapezoidally corrugated steel shear walls. Structural Design of Tall and Special Buildings, 23(2), 94-104. https://doi.org/10.1002/tal.1025
  9. Emami, F., Mofid, M., & Vafai, A. (2013). Experimental study on cyclic behavior of trapezoidally corrugated steel shear walls. Engineering Structures, 48, 750-762. https://doi.org/10.1016/j.engstruct.2012.11.028
  10. Farzampour, A. (2016). Numerical Analysis of corrugated steel shear walls with and without rectangular opening. In 2nd International conference on smart materials & structures, Philadelphia, PA, USA.
  11. Farzampour, A., & Eatherton, M. R. (2017). Lateral torsional buckling of butterfly-shaped shear links. In Proceedings of the annual stability conference structural stability research council, San Antonio, TX.
  12. Farzampour, A., & Eatherton, M. R. (2018a). Parametric study on butterfly-shaped shear links with various geometries. In 11th National conference on earthquake engineering (11NCEE), USA.
  13. Farzampour, A., & Eatherton, M. R. (2018b). Investigating limit states for butterfly-shaped and straight shear links. The 16th European conference on earthquake engineering (16ECEE), Greece.
  14. Farzampour, A., & Laman, J. (2016). Numerical analysis of corrugated steel shear walls with and without rectangular opening, Smart Materials and Structures. Journal of Material Sciences and Engineering. https://doi.org/10.4172/2169-0022.C1.035.
  15. Farzampour, A., Laman, J. A., & Mofid, M. (2015). Behavior prediction of corrugated steel plate shear walls with openings. Journal of Constructional Steel Research, 114, 258-268. https://doi.org/10.1016/j.jcsr.2015.07.018
  16. Farzampour, A., Mansouri, I., & Hu, J. W. (2017). Seismic behavior of corrugated steel shear walls. In Proceedings of the 9th international symposium on steel structures, Korea.
  17. Farzampour, A., & Yekrangnia, M. (2014). On the behaviour of corrugated steel shear walls with and without openings. In Proceedings of the second european conference on earthquake engineering and seismology, Istanbul, Turkey.
  18. Gholipour, M., & Alinia, M. M. (2016). A comparative study of the shell element and strip model methods for analysis of steel plate shear wall structures. Periodica Polytechnica: Civil Engineering, 60(4), 531-546. https://doi.org/10.3311/PPci.8475
  19. Gholizadeh, M., & Yadollahi, Y. (2012). Comparing steel plate shear wall behavior with simple and corrugated plates. Applied Mechanics and Materials, 147, 80-85.
  20. Guo, H. C., Hao, J. P., & Liu, Y. H. (2015). Behavior of stiffened and unstiffened steel plate shear walls considering joint properties. Thin-Walled Structures, 97, 53-62. https://doi.org/10.1016/j.tws.2015.09.005
  21. Guo, L., Jia, M., Li, R., & Zhang, S. (2013). Hysteretic analysis of thin steel plate shear walls. International Journal of Steel Structures, 13(1), 163-174. https://doi.org/10.1007/s13296-013-1015-8
  22. Guo, L., Li, R., Zhang, S., & Yan, G. (2012). Hysteretic analysis of steel plate shear walls (SPSWs) and a modified strip model for SPSWs. Advances in Structural Engineering, 15(10), 1751-1764. https://doi.org/10.1260/1369-4332.15.10.1751
  23. Habashi, H. R., & Alinia, M. M. (2010). Characteristics of the wallframe interaction in steel plate shear walls. Journal of Constructional Steel Research, 66(2), 150-158. https://doi.org/10.1016/j.jcsr.2009.09.004
  24. Hosseinzadeh, L., Mofid, M., Aziminejad, A., & Emami, F. (2017). Elastic interactive buckling strength of corrugated steel shear wall under pure shear force. Structural Design of Tall and Special Buildings, 26(8), 1-8.
  25. Khanoukia, M. M. A., Sulonga, N. H. R., Shariatia, M., & Tahir, M. M. (2016). Investigation of through beam connection to concrete filled circular steel tube (CFCST) column. Journal of Constructional Steel Research, 121, 144-162. https://doi.org/10.1016/j.jcsr.2016.01.002
  26. Kharrazi, M. H. K., Prion, H. G. L., & Ventura, C. E. (2008). Implementation of M-PFI method in design of steel plate walls. Journal of Constructional Steel Research, 64(4), 465-479. https://doi.org/10.1016/j.jcsr.2007.09.005
  27. Lee, R. W. S., & Kennedy, D. J. L. (1988). Behaviour of bolted joints of corrugated steel plates. Structural Engineering Report.
  28. Lu, J. Y., Qiao, X. D., Liao, J., & Tang, Y. (2016). Experimental study and numerical simulation on steel plate shear walls with nonuniform spacing slits. International Journal of Steel Structures, 16(4), 1373-1380. https://doi.org/10.1007/s13296-016-0044-5
  29. Mo, Y. L., & Perng, S. F. (2000). Behavior of framed shearwalls made of corrugated steel under lateral load reversals. Advances in Structural Engineering, 3(3), 255-262. https://doi.org/10.1260/1369433001502184
  30. Nooralizadeh, A., Naghipour, M., Nematzadeh, M., & Zamenian, H. (2017). Experimental evaluation of steel plate shear walls stiffened with folded sheets. International Journal of Steel Structures, 17(1), 291-305. https://doi.org/10.1007/s13296-015-0206-x
  31. Ozcelik, Y., & Clayton, P. M. (2017). Strip model for steel plate shear walls with beam-connected web plates. Engineering Structures, 136, 369-379. https://doi.org/10.1016/j.engstruct.2017.01.051
  32. Qu, B., Bruneau, M., Lin, C. H., & Tsai, K. C. (2008). Testing of fullscale two-story steel plate shear wall with reduced beam section connections and composite floors. Journal of Structural Engineering, 134(3), 364-373. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(364)
  33. Roberts, T. M., & Sabouri-Ghomi, S. (1991). Hysteretic characteristics of unstiffened plate shear panels. Thin-Walled Structures, 12(2), 145-162. https://doi.org/10.1016/0263-8231(91)90061-M
  34. Sabouri-Ghomi, S., Ventura, C. E., & Kharrazi, M. H. K. (2005). Shear analysis and design of ductile steel plate walls. Journal of Structural Engineering, 131(6), 878-889. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:6(878)
  35. Sahoo, D. R., Sidhu, B. S., & Kumar, A. (2015). Behavior of unstiff-ened steel plate shear wall with simple beam-to-column connections and flexible boundary elements. International Journal of Steel Structures, 15(1), 75-87. https://doi.org/10.1007/s13296-015-3005-5
  36. Shimizu, N., Kanno, R., Ikarashi, K., Sato, K., & Hanya, K. (2013). Cyclic behavior of corrugated steel shear diaphragms with end failure. Journal of Structural Engineering (United States), 139(5), 796-806. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000669
  37. Takahashi, Y., Takemoto, Y., & Takagi, M. (1973). Experimental study on thin steel shear walls and particular bracings under alternative horizontal load. Proceedings of the preliminary report, IABSE symposium on resistance and ultimate deformability of structures acted on by well - defined repeated loads, Lisbon, Portugal (pp. 185-191).
  38. Thorburn, L. J., Kulak, G. L., & Montgomery, C. J. (1983). Analysis of steel plate shear walls. Structural Engineering Report 107. Department of Civil and Environmental Engineering, University of Alberta, Canada.
  39. Tian, W., Hao, J., & Fan, C. (2016). Analysis of thin steel plate shear walls using the three-strip model. Journal of Structural Engineering, 142(5), 1-11.
  40. Timler, P. A., & Kulak, G. L. (1983). Experimental study of steel plate shear walls. Structural Engineering Report 114. Department of Civil and Environmental Engineering, University of Alberta, Canada.
  41. Tong, J. Z., & Guo, Y. L. (2015). Elastic buckling behavior of steel trapezoidal corrugated shear walls with vertical stiffeners. Thin-Walled Structures, 95, 31-39. https://doi.org/10.1016/j.tws.2015.06.005
  42. Vigh, L. G., Deierlein, G. G., Miranda, E., Liel, A. B., & Tipping, S. (2013). Seismic performance assessment of steel corrugated shear wall system using non-linear analysis. Journal of Constructional Steel Research, 85, 48-59. https://doi.org/10.1016/j.jcsr.2013.02.008
  43. Vigh, L. G., Liel, A. B., Deierlein, G. G., Miranda, E., & Tipping, S. (2014). Component model calibration for cyclic behavior of a corrugated shear wall. Thin-Walled Structures, 75, 53-62. https://doi.org/10.1016/j.tws.2013.10.011
  44. Zhang, W., Mahdavian, M., Li, Y., & Yu, C. (2017). Experiments and simulations of cold-formed steel wall assemblies using corrugated steel sheathing subjected to shear and gravity loads. Journal of Structural Engineering (United States), 143(3), 1-13.
  45. Zhao, Q., Sun, J., Li, Y., & Li, Z. (2017). Cyclic analyses of corrugated steel plate shear walls. Structural Design of Tall and Special Buildings, 26(16), 1-17.

Cited by

  1. Unsupervised identification of arbitrarily-damped structures using time-scale independent component analysis: Part II vol.32, pp.9, 2018, https://doi.org/10.1007/s12206-018-0839-8
  2. Characterizing the Cyclic Behavior of Stiffened SPSWs vol.23, pp.4, 2018, https://doi.org/10.1007/s12205-019-1038-6
  3. 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
  4. Seismic behavior investigation of the steel multi-story moment frames with steel plate shear walls vol.37, pp.1, 2018, https://doi.org/10.12989/scs.2020.37.1.091
  5. Evaluation of Seismic Vulnerability of Hospitals in the Tehran Metropolitan Area vol.11, pp.2, 2018, https://doi.org/10.3390/buildings11020054
  6. Experimental/Numerical Evaluation of Steel Trapezoidal Corrugated Infill Panels with an Opening vol.11, pp.7, 2021, https://doi.org/10.3390/app11073275
  7. Method of determining the minimum number of stiffeners for stiffened corrugated steel walls vol.34, pp.None, 2018, https://doi.org/10.1016/j.istruc.2021.09.092
  8. Application research of corrugated mild metal shear damper based on damage control and energy-dissipation improvement vol.47, pp.None, 2018, https://doi.org/10.1016/j.jobe.2021.103840