Structural Engineering and Mechanics

  • 제76권6호
  • /
  • Pages.687-708
  • /
  • 2020
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Hysteretic characteristics of steel plate shear walls: Effects of openings

  • Ali, Mustafa M. (Department of Civil Engineering, Faculty of Engineering and Built Environment (FKAB), Universiti Kebangsaan Malaysia (UKM)) ;
  • Osman, S.A. (Department of Civil Engineering, Faculty of Engineering and Built Environment (FKAB), Universiti Kebangsaan Malaysia (UKM)) ;
  • Yatim, M.Y.M. (Department of Civil Engineering, Faculty of Engineering and Built Environment (FKAB), Universiti Kebangsaan Malaysia (UKM)) ;
  • A.W., Al Zand (Department of Civil Engineering, Faculty of Engineering and Built Environment (FKAB), Universiti Kebangsaan Malaysia (UKM))
  • 투고 : 2019.12.19
  • 심사 : 2020.08.13
  • 발행 : 2020.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

Openings in steel plate shear walls (SPSWs) are usually used for decorative designs, crossing locations of multiple utilities and/or structural objectives. However, earlier studies showed that generating an opening in an SPSW has a negative effect on the cyclic performance of the SPSW. Therefore, this study proposes tripling or doubling the steel-sheet-plate (SSP) layer and stiffening the opening of the SPSW to provide a solution to undesirable opening effects, improve the SPSW performance and provide the infill option of potential strengthening measures after the construction stage. The study aims to investigate the impact of SSP doubling with a stiffened opening on the cyclic behaviour, expand the essential data required by structural designers and quantify the SPSW performance factors. Validated numerical models were adopted to identify the influence of the chosen parameters on the cyclic capacity, energy dissipation, ductility, seismic performance factors (SPF) and stiffness of the suggested method. A finite Element (FE) analysis was performed via Abaqus/CAE software on half-scale single-story models of SPSWs exposed to cyclic loading. The key parameters included the number of SSP layers, the opening size ratios corresponding to the net width of the SSP, and the opening shape. The findings showed that the proposed assembly method found a negligible influence in the shear capacity with opening sizes of 10, 15, 20%. However, a deterioration in the wall strength was observed for openings with sizes of 25% and 30%. The circular opening is preferable compared with the square opening. Moreover, for all the models, the average value of the obtained ductility did not show substantial changes and the ultimate shear resistance was achieved after reaching a drift ratio of 4.36%. Additionally, the equivalent sectional area of the SSP in the twin and triple configuration of the SPSWs demonstrated approximately similar results. Compared with the single SSP layer, the proposed configuration of the twin SSP layer with a stiffened opening suggest to more sufficiency create SSP openings in the SPSW compared to that of other configurations. Finally, a tabular SPF quantification is exhibited for SPSWs with openings.

키워드

과제정보

The writers gratefully acknowledge the support of this research by Universiti Kebangsaan Malaysia (UKM) and the Fundamental Research Grant Scheme (FRGS), Ministry of Education, Malaysia under Grant code: FRGS/1/2018/TK01/UKM/02/1.

참고문헌

  1. Afshari, M.J. and Gholhaki, M. (2018), "Shear strength degradation of steel plate shear walls with optional located opening", Arch. Civil Mech. Eng., 18(4), 1547-1561. https://doi.org/10.1016/j.acme.2018.06.012.
  2. Al, A.W., Hamidon, W., Badaruzzaman, W., Al-shaikhli, M.S. and Ali, M.M. (2020), "Flexural performance of square concrete- fi lled steel tube beams stiffened with V-shaped grooves", J. Construct. Steel Res., 166, 105930-105930. https://doi.org/10.1016/j.jcsr.2020.105930.
  3. Al Zand, A.W., Badaruzzaman, W.H.W., Mutalib, A.A. and Qahtan, A.H. (2015), "Finite element analysis of square CFST beam strengthened by CFRP composite material", Thin Wall. Struct., 96, 348-358. https://doi.org/10.1016/j.tws.2015.08.019.
  4. Alavi, E. and Nateghi, F. (2013), "Experimental study on diagonally stiffened steel plate shear walls with central perforation", J. Construct. Steel Res., 89, 9-20. https://doi.org/10.1016/j.jcsr.2013.06.005.
  5. 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., 26(3), 361-373. https://doi.org/10.12989/scs.2018.26.3.361.
  6. American Institute of Steel Construction, (2016), ANSI/AISC 360-16; Specification for Structural Steel Buildings, Chicago, Illinois, USA.
  7. ASCE/SEI (2017), Minimum Design Loads and associated criteria for buildings and other structures, American Society of Civil Engineers Reston, VA, USA
  8. Berman, J. and Bruneau, M. (2003), "Plastic analysis and design of steel plate shear walls", J. Struct. Eng, ASCE, 129(November), 1448-1456. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:11(1448).
  9. Chai, M.H. and Osman, S.A. (2015), "Analysis of damper effect on cable-stayed bridge using finite element simulation", Jurnal Kejuruteraan, FKAB, UKM, 27, 29-34. https://doi.org/10.17576/jkukm-2015-27-05
  10. Dassault Systems, Simulia Corporation (2008), Abaqus (Getting Started with Abaqus), Providence, RI, USA.
  11. Dhar, M.M. and Bhowmick, A.K. (2016), "Seismic response estimation of steel plate shear walls using nonlinear static methods", Steel Compos. Struct., 20(4), 777-799. https://doi.org/10.12989/scs.2016.20.4.777.
  12. Elmalich, D. and Rabinovitch, O. (2012), "Dynamic analysis of walls strengthened with composite materials", Compos. Struct., 94(7), 2157-2173. https://doi.org/10.1016/j.compstruct.2012.02.006.
  13. Farzampour, A. and Laman, J.A. (2015), "Behavior prediction of corrugated steel plate shear walls with openings", J. Construct. Steel Res., 114, 258-268. https://doi.org/10.1016/j.jcsr.2015.07.018.
  14. Haddad, O., Ramli Sulong, N.H. and Ibrahim, Z. (2018), "Cyclic performance of stiffened steel plate shear walls with various configurations of stiffeners", J. Vibroeng., 20(1), 459-476. https://doi.org/10.21595/jve.2017.18472.
  15. Haddad, O., Ramli Sulong, N.H. and Ibrahim, Z. (2019), "Characterizing the cyclic behavior of stiffened SPSWs", KSCE J. Civil Eng., 23(4), 1-16. https://doi.org/10.1007/s12205-019-1038-6.
  16. Han, Q., Zhang, Y., Wang, D. and Sakata, H. (2019), "Seismic behavior of buckling-restrained steel plate shear wall with assembled multi-RC panels", J. Construct. Steel Res., 157, 397-413. https://doi.org/10.1016/j.jcsr.2019.02.026
  17. Hilo, S.J., Hamidon, W., Badaruzzaman, W., Osman, S.A. and Al Zand, A.W. (2015), "Axial load behavior of a composite wall strengthened with an embedded octagon cold-formed steel", Appl. Mech. Mater., 437-441.
  18. Hilo, S.J., Hamidon, W., Badaruzzaman, W., Osman, S.A. and Zand, A.W.A. (2015), "Effect of Rectangular Cold-Formed Steel on the Behavior of Double-Skinned Profiled Steel Sheet In-filled With Concrete under Axial Load", J. Adv. Agricultural Environ. Eng., 1(2), 192-197.
  19. Hosseinzadeh, S.A.A. and Tehranizadeh, M. (2012), "Introduction of stiffened large rectangular openings in steel plate shear walls", J. Construct. Steel Res., 77, 180-192. https://doi.org/10.1016/j.jcsr.2012.05.010
  20. Lu, J., Yu, S., Qiao, X. and Li, N. (2018), "Experimental Study on Low Cyclic Loading Tests of Steel Plate Shear Walls with Multilayer Slits", J. Steel Struct., 18(4), 1210-1218. https://doi.org/10.1007/s13296-018-0101-3
  21. Lu, J., Yu, S., Xia, J., Qiao, X. and Tang, Y. (2018), "Experimental study on the hysteretic behavior of steel plate shear wall with unequal length slits", J. Construct. Steel Res., 147, 477-487. https://doi.org/10.1016/j.jcsr.2018.05.002
  22. Massumi, A., Karimi, N. and Ahmadi, M. (2018), "Effects of openings geometry and relative area on seismic performance of steel shear walls", Steel Compos. Struct., 28(5), 617-628. https://doi.org/10.12989/SCS.2018.28.5.617
  23. Newmark, N. and Hall, W. (1982), Eartquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley CA, USA.
  24. P-1050-1, F. (2015), NEHRP Recommended Seismic Provisions For New Buildings And Other Structures, Volume I: Part 1 Provisions, Part 2 Commentary, FEMA, Washington D.C., USA.
  25. Qu, B. and Bruneau, M. (2009), "Design of steel plate shear walls considering boundary frame moment resisting action", J. Struct. Eng, ASCE, 135(December), 1511-1521. https://doi.org/10.1061/(asce)st.1943-541x.0000069
  26. Rahmzadeh, A., Ghassemieh, M., Park, Y. and Abolmaali, A. (2016), "Effect of stiffeners on steel plate shear wall systems", Steel Compos. Struct., 20(3), 545-569. http://dx.doi.org/10.12989/scs.2016.20.3.545.
  27. Roberts, T.M. (1995), "Seismic resistance of steel plate shear walls", Eng. Struct., 17(5), 344-351. https://doi.org/10.1016/0141-0296(95)00017-2
  28. Rostami, P. and Mofid, M. (2019), "Steel plate shear walls having door openings with different arrangements of stiffeners", Adv. Struct. Eng., 22(10), 2222-2235. https://doi.org/10.1177/1369433219836291.
  29. 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.
  30. Sabouri-Ghomi, S., Mamazizi, S. and Alavi, M. (2015), "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.
  31. Sabouri-Ghomi, S. and Sajjadi, S.R.A. (2012), "Experimental and theoretical studies of steel shear walls with and without stiffeners", J. Construct. Steel Res., 75, 152-159. https://doi.org/10.1016/j.jcsr.2012.03.018
  32. Shekastehband, B. and Azaraxsh, A.A. (2019), "Strength, stiffness, ductility, and dissipated energy reduction of semisupported steel shear walls (SSSW) due to a circular opening", Struct. Design Tall Special Build., 28(2), 1-17. https://doi.org/10.1002/tal.1558.
  33. Topkaya, C. and Kurban, C.O. (2009), "Natural periods of steel plate shear wall systems", J. Construct. Steel Res., 65(3), 542- 551. https://doi.org/10.1016/j.jcsr.2008.03.006.
  34. Uang, C.-M. (1991), "Establishing R (Or Rw) and Cd Factors or Building Seismic Provisions", J. Struct. Eng., 117(1), 19-28. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:1(19)
  35. Vatansever, C. and Berman, J.W. (2015), "Analytical investigation of thin steel plate shear walls with screwed infill plate", Steel Compos. Struct.. 19(5), 1145-1165. https://doi.org/10.12989/scs.2015.19.5.1145.
  36. Vatansever, C. and Yardimci, N. (2011), "Experimental investigation of thin steel plate shear walls with different infillto-boundary frame connections", Steel Compos. Struct., 11(3), 251-271. https://doi.org/10.12989/scs.2011.11.3.251.
  37. Vian, D., Bruneau, M. and Purba, R. (2009), "Special Perforated Steel Plate Shear Walls with Reduced Beam Section Anchor Beams. II: Analysis and Design Recommendations", J. Struct. Eng., 135(3), 221-228. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:3(221).
  38. Wang, D., Zhang, Y. and Chen, H. (2020), "Seismic performance assessment of new dry-assembled prefabricated composite shear wall system with beam-only connection", Struct. Design Tall Special Build., 29(8), 1-17. https://doi.org/10.1002/tal.1729.
  39. Zand, A.W.A., Badaruzzaman, W.H.W., Ali, M.M., Hasan, Q.A. and Shaikhli, M.S.A. (2020), "Flexural performance of cold - formed square CFST beams strengthened with internal stiffeners", Steel Compos. Struct., 34(1), 123-139. https://doi.org/10.12989/scs.2020.34.1.123.