Structural Engineering and Mechanics

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Study on steel plate shear walls with diagonal stiffeners by cross brace-strip model

  • Yang, Yuqing (School of Civil and Resource Engineering, University of Science and Technology Beijing) ;
  • Mu, Zaigen (School of Civil and Resource Engineering, University of Science and Technology Beijing) ;
  • Zhu, Boli (School of Civil and Resource Engineering, University of Science and Technology Beijing)
  • Received : 2021.12.28
  • Accepted : 2022.08.27
  • Published : 2022.10.10
⟨ Previous Next ⟩

Abstract

Steel plate shear walls (SPSWs) are commonly utilized to provide lateral stiffness in high-rise structures. The simplified model is frequently used instead of the fine-scale model in the design of buildings with SPSWs. To predict the lateral strength of steel plate shear walls with diagonal stiffeners (DS-SPSWs), a simplified model is presented, namely the cross brace-strip model (CBSM). The bearing capacity and internal forces of columns for DS-SPSWs are calculated. In addition, a modification coefficient is introduced to account for the shear action of the thin plate. The feasibility of the CBSM is validated by comparing the numerical results with theoretical and experimental results. The numerical results from the CBSM and fine-scale model, which represent the bearing capacity of the DS-SPSW with varied stiffened plate dimensions, are in good accord with the theoretical values. The difference in bearing capacity between the CBSM and the fine-scale model is less than 1.35%. The errors of the bearing capacity from the CBSM are less than 5.67% when compared to the test results of the DS-SPSW. Furthermore, the shear and axial forces of CBSM agree with the results of the fine-scale model and theoretical analysis. As a result, the CBSM, which reflects the contribution of diagonal stiffeners to the lateral resistance of the SPSW as well as the effects on the shear and axial forces of the columns, can significantly improve the design accuracy and efficiency of buildings with DS-SPSWs.

Keywords

Acknowledgement

This work was supported by the National Natural Science Foundation of China (grant No. 51578064) and the Natural Science Foundation of Beijing (grant No.8172031).

References

  1. ABAQUS (2010), Analysis User's Manual IV, Version 6.10. ABAQUS, Inc., Dassault Systemes, USA.
  2. AISC (2016), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, Illinois.
  3. Alavi, E. and Nateghi, F. (2013), "Experimental study of diagonally stiffened steel plate shear walls", J. Struct. Eng., 139(11), 1795-1811. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000750.
  4. Alinia, M.M. and Shirazi, R.S. (2009), "On the design of stiffeners in steel plate shear walls", J. Constr. Steel Res., 65(10-11), 2069-2077. https://doi.org/10.1016/j.jcsr.2009.06.009.
  5. Azandariani, A.G., Gholhaki, M. and Azandariani, M.G. (2022), "Assessment of damage index and seismic performance of steel plate shear wall (SPSW) system", J. Constr. Steel Res., 191, 107157. https://doi.org/10.1016/j.jcsr.2022.107157.
  6. Azandariani, M.G., Gholhaki, M., Kafi, M.A. and Zirakian, T. (2021a), "Study of effects of beam-column connection and column rigidity on the performance of SPSW system", J. Build. Eng., 33, 101821. https://doi.org/10.1016/j.jobe.2020.101821.
  7. Azandariani, M.G., Gholhaki, M., Kafi, M.A., Zirakian, T., Khan, A. and Abdolmaleki, H. (2021b), "Investigation of performance of steel plate shear walls with partial plate-column connection (SPSW-PC)", Steel Compos. Struct., 39(1), 109-123. https://doi.org/10.12989/scs.2021.39.1.109.
  8. Azandariani, M.G., Kafi, M.A. and Gholhaki, M. (2021c), "Innovative hybrid linked-column steel plate shear wall (HLCS) system: Numerical and analytical approaches", J. Build. Eng., 43, 102844. https://doi.org/10.1016/j.jobe.2021.102844.
  9. Azandariani, M.G., Rousta, A.M., Mohammadi, M., Rashidi, M. and Abdolmaleki, H. (2021d), "Numerical and analytical study of ultimate capacity of steel plate shear walls with partial plate-column connection (SPSW-PC)", Struct., 33, 3066-3080. https://doi.org/10.1016/j.istruc.2021.06.046.
  10. Azarafrooz, A. and Shekastehband, B. (2020), "Behavior of fully- connected and partially-connected multi-story steel plate shear wall structures", Struct. Eng. Mech., 76(3), 311-324. https://doi.org/10.12989/sem.2020.76.3.311.
  11. Du, Y., Hao, J., Yu, J., Yu, H., Deng, B., Lv, D. and Liang, Z. (2018), "Seismic performance of a repaired thin steel plate shear wall structure", J. Constr. Steel Res., 151, 194-203. https://doi.org/10.1016/j.jcsr.2018.09.020.
  12. Elgaaly, M. and Liu, Y. (1997), "Analysis of thin-steel-plate shear walls", J. Struct. Eng., 123(11), 1487-1495. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1487).
  13. Elgaaly, M., Caccese, V. and Du, C. (1993), "Postbuckling behavior of steel-plate shear walls under cyclic loads", J. Struct. Eng., 119(2), 588-605. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(588).
  14. Fathy, E. (2020), "Seismic assessment of thin steel plate shear walls with outrigger system", Struct. Eng. Mech., 74(2), 267-282. https://doi.org/10.12989/sem.2020.74.2.267.
  15. Gholhaki, M., Eshrafi, B., Azandariani, M.G. and Rezaifar, O. (2021), "Seismic assessment of linked-column frame structural system considering soil-structure effects", Struct., 33, 2264-2272. https://doi.org/10.1016/j.istruc.2021.06.005.
  16. Grondin, G.Y., Elwi, A.E. and Cheng, J.J.R. (1999), "Buckling of stiffened steel plates-a parametric study", J. Constr. Steel Res., 50(2), 151-175. https://doi.org/10.1016/S0143-974X(98)00242-9.
  17. Guo, L., Hou, J., Li, Z. and Zhang, S. (2020), "Hysteretic analysis and a simplified model of buckling restrained steel plate shear walls", Int. J. Steel Struct., 20(1), 121-135. https://doi.org/10.1007/s13296-019-00274-8.
  18. Guo, L., Jia, M., Li, R. and Zhang, S. (2013), "Hysteretic analysis of thin steel plate shear walls", Int. J. Steel Struct., 13(1), 163-174. https://doi.org/10.1007/s13296-013-1015-8.
  19. Guo, L., Li, R., Zhang, S. and Yan, G. (2012), "Hysteretic analysis of steel plate shear walls (SPSWs) and a modified strip model for SPSWs", Adv. Struct. Eng., 15(10), 1751-1764. https://doi.org/10.1260/1369-4332.15.10.1751.
  20. Hou, J., Guo, L. and Yan, J. (2021), "Steel plate-restraining panel interaction behavior in buckling-restrained steel plate shear walls", Thin Wall. Struct., 169, 108348. https://doi.org/10.1016/j.tws.2021.108348.
  21. Jiang, L.Q., Zhang, X.S., Jiang, L.Z., He, C., Ye, J.H. and Ran, Y. (2021), "Fundamental period estimation of steel frames equipped with steel panel walls", Struct. Eng. Mech., 78(6), 715-729. https://doi.org/10.12989/sem.2021.78.6.715.
  22. Mikami, I., Matsushita, S., Nakahara, H. and Yonezawa, H. (1971), "Buckling of plate girder webs with diagonal stiffener", Proceedings of the Japan Society of Civil Engineers, 192, 45-54. (in Japanese)
  23. Ministry of Housing and Urban-Rural Development of The People'S Republic of China (2015), Technical Specification for Steel Plate Shear Walls, China Architecture & Building Press, Beijing.
  24. Mu, Z. and Yang, Y. (2020), "Experimental and numerical study on seismic behavior of obliquely stiffened steel plate shear walls with openings", Thin Wall. Struct., 146, 106457. https://doi.org/10.1016/j.tws.2019.106457.
  25. Mu, Z. and Yang, Y. (2021), "Experimental study on seismic behavior of steel plate shear walls with diagonal channel stiffeners", Eng. Mech., 38(3), 214-227. (in Chinese) https://doi.org/10.6052/j.issn.1000-4750.2020.05.0312.
  26. Ozcelik, Y. (2021), "Expeditious strip model for steel plate shear walls with beam-connected web plates", J. Constr. Steel Res., 184, 106799. https://doi.org/10.1016/j.jcsr.2021.106799.
  27. Ozcelik, Y. and Clayton, P.M. (2017), "Strip model for steel plate shear walls with beam-connected web plates", Eng. Struct., 136, 369-379. http://doi.org/10.1016/j.engstruct.2017.01.051.
  28. Sabouri-Ghomi, S. and Sajjadi, S.R.A. (2012), "Experimental and theoretical studies of steel shear walls with and without stiffeners", J. Constr. Steel Res., 75, 152-159. https://doi.org/10.1016/j.jcsr.2012.03.018.
  29. Sabouri-Ghomi, S., Kharrazi, M.H.K., Mam-Azizi, S. and Sajadi, R.A. (2008), "Buckling behavior improvement of steel plate shear wall systems", Struct. Des. Tall Spec. Buil., 17(4), 823-837. https://doi.org/10.1002/tal.394.
  30. Shiskin, J.J., Driver, R.G. and Grondin, G.Y. (2009), "Analysis of steel plate shear walls using the modified strip model", J. Struct. Eng., 135(11), 1357-1366. https://doi.org/10.1061/ascest.1943-541X.0000066.
  31. Sigariyazd, M.A., Joghataie, A. and Attari, N.K.A. (2016), "Analysis and design recommendations for diagonally stiffened steel plate shear walls", Thin Wall. Struct., 103, 72-80. http://doi.org/10.1016/j.tws.2016.02.008.
  32. Thorburn, L.J., Kulak, G.L. and Montgomery, C.J. (1983), "Analysis of steel plate shear walls", Structural Engineering Report. No.107, Department of Civil Engineering, University of Alberta, Edmonton, Alta.
  33. Tian, W., Hao, J. and Fan, C. (2015), "Analysis of thin steel plate shear walls using the three-strip model", J. Struct. Eng., 4015169. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001451.
  34. Timler, P.A. and Kulak, G.L. (1983), "Experimental study of steel plate shear walls", Structural Engineering Report, No.114, Department of Civil Engineering, University of Alberta, Edmonton, Alta
  35. Timoshenko, S.P. and Gere, J.M. (1961), Theory of Elastic Stability, McGraw-Hill Publishing Company.
  36. Vasseghi, A. (2021), "A simple model for nonlinear analysis of steel plate shear wall structural systems", Struct. Des. Tall Spec. Buil., 30(4), e1828. https://doi.org/10.1002/tal.1828.
  37. Vaziri, E., Gholami, M. and Azandariani, M.G. (2021), "The wall-frame interaction effect in corrugated steel plate shear walls systems", Int. J. Steel Struct., 21(5), 1680-1697. https://doi.org/10.1007/s13296-021-00529-3.
  38. Wang, M., Zhang, X., Yang, L. and Yang, W. (2020), "Cyclic performance for low-yield point steel plate shear walls with diagonal T-shaped-stiffener", J. Constr. Steel Res., 171, 106163. https://doi.org/10.1016/j.jcsr.2020.106163.
  39. Xu, Z., Tong, G. and Zhang, L. (2020), "Design of vertically stiffened steel plate walls under combined uniaxial compression and shear loads", Struct., 26, 348-361. https://doi.org/10.1016/j.istruc.2020.04.024.
  40. Yonezawa, H., Miakami, I. and Dogaki, M. (1978), "Shear strength of plate girders with diagonally stiffened webs", Proc. JSCE., 269, 17-27. (in Japanese)
  41. Zhao, Q. and Qiu, J. (2018), "Experimental studies on channel-stiffened steel plate shear walls", Structures Congress 2018: Buildings and Disaster Management, American Society of Civil Engineers, Reston, VA, April.