Steel and Composite Structures

  • 제28권5호
  • /
  • Pages.617-628
  • /
  • 2018
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effects of openings geometry and relative area on seismic performance of steel shear walls

  • Massumi, Ali (Department of Civil Engineering, Faculty of Engineering, Kharazmi University) ;
  • Karimi, Nasibeh (Department of Civil Engineering, Faculty of Engineering, Kharazmi University) ;
  • Ahmadi, Mostafa (Department of Civil Engineering, Faculty of Engineering, Kharazmi University)
  • 투고 : 2018.02.08
  • 심사 : 2018.06.25
  • 발행 : 2018.09.10
⟨ 이전 논문 다음 논문 ⟩

초록

Steel shear wall possesses priority over many of the current lateral load-bearing systems due to reasons like higher elastic stiffness, desirable ductility and energy absorption, convenience in construction and implementation technology, and economic criteria. Besides these advantages, this system causes increase in the dimensions of other structural elements due to its high stiffness as one of its intrinsic characteristics. One of the methods for stiffness reduction is perforating the wall panel and creating openings in the wall that can also be used as windows or ducts in buildings service period. The aim of the present study is probing the appropriate geometric shape and location of opening to fulfil economic criterion plus technical and seismic design criteria. In the present research, a number of possible while reasonable opening shapes and locations are defined in various sizes for some steel shear wall specimens. The specimens are modelled in ABAQUS finite elements software and analyzed using nonlinear pushover analysis. Finally, the analyses' results are reported as force-displacement diagrams and the strength, the initial stiffness and the energy absorption are calculated for all specimens and compared together. The obtained results show that both shape and location of the openings affect the seismic parameters of the shear wall. The specimens in which the openings are further from the center and closer to the columns possess higher stiffness and strength while the specimens in which the openings are closer to the center show more considerable changes in their seismic parameters in response to increase in opening area.

키워드

참고문헌

  1. Astaneh-Asl, A. (2001), "Seismic Behavior and Design of Steel Shear Walls", Steel TILS Report; Structural Steel Educational Council, July, Moraga, CA., USA.
  2. Astaneh-Asl, A. and Zhao, Q. (2002), "Cyclic Test of Steel Shear Walls-Final Report", Department of Civil and Environmental Engineering, College of Engineering, University of California at Berkeley, CA, USA.
  3. ATC Report 24 (1992), Guidelines for Seismic Testing of Components of Steel Structures; Applied Technology Council, Redwood City, CA, USA.
  4. Behbahanifard, M.R. (2003), "Cyclic Behavior of unstiffened Steel plate Shear Walls", Ph.D. Dissertation; Department of Civil Engineering, Univesity of Alberta, Edmonton, Alberta, Canada.
  5. Berman, J. and Bruneau, M. (2003), "Plastic Analysis and Design of Steel Plate Shear Walls", ASCE J. Struct. Eng., 129, 11(1448). https://doi.org/10.1061/(ASCE)0733-9445(2003)129:11(1448)
  6. Bozdogan, K.B. (2013), "Free vibration analysis of asymmetric shear wall-frame buildings using modified finite elementtransfer matrix method", Struct. Eng. Mech., Int. J., 46(1), 1-17. https://doi.org/10.12989/sem.2013.46.1.001
  7. Darilmaz, K. (2017), "Dynamic behaviour of orthotropic elliptic paraboloid shells with openings", Struct. Eng. Mech., Int. J., 63(2), 225-235.
  8. Driver, R.G., Kulak, G.L., Laurie Kennedy, D.G. and Elwi, A.E. (1997), "Seismic behavior of steel plate shear wall", Structural Engineering Rep. No. 215; University of Alberta, Alberta, Canada.
  9. Driver, R.G., Kulak, G.L., Laurie Kennedy, D.G. and Elwi, A.E. (1998a), "Cyclic test of four-story steel plate shear wall", ASCE J. Struct. Eng., 124, 2(112). https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(112)
  10. Driver, R.G., Kulak, A.E. and Kennedy, D.J.L. (1998b), "FE and simplified models of steel plate shear wall", ASCE J. Struct. Eng., 124, 2(121). https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(121)
  11. Elgaaly, M., Caccese, V. and Du, C. (1993), "Post-buckling Behaviour of Steel-Plate Shear Walls Under Cyclic Loads", ASCE J. Struct. Eng., 119(2), 588-605. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(588)
  12. Farzampour, A., Laman, J.A. and Mofid, M. (2015), "Behavior prediction of corrugated steel plate shear walls with openings", J. Constr. Steel Res., 114, 258-268. https://doi.org/10.1016/j.jcsr.2015.07.018
  13. Hibbit, Karlsson, & Sorenson, Inc. (HKS) (2003a), ABAQUS / Standard Theory Manual, Version 6.4, Hibbitt, Karlsson, & Sorenson Inc., Pawtucket, RI, USA.
  14. Hibbit, Karlsson, & Sorenson, Inc. (HKS) (2003b), ABAQUS / Explicit User's Manual, Version 6.4, Hibbitt, Karlsson, & Sorenson Inc., Pawtucket, RI, USA.
  15. 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
  16. Kharrazi, M.H.K., Ventura, C.E., Prion, G.L. and Sabouri-Ghomi, S. (2004), "Bending and Shear Analysis and Design of Ductile Steel Plate Walls", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August.
  17. Kulak, G.L., Kennedy, D.J.L., Driver, R.G. and Medhekar, M. (2001), "Steel Plate Shear Walls: An Overview", Am. Inst. Steel Constr. Eng. J., 38, 50-62.
  18. Lubell, A.S. (1997), "Performance of unstiffened steel plate shear walls under cyclic quasi-static loading", M.Sc. Thesis; University of British Columbia, Vancouver, BC, Canada.
  19. Parulekar, Y.M., Reddy, G.R., Singh, R.K., Gopalkrishnan, N. and Ramarao, G.V. (2016), "Seismic performance evaluation of mid-rise shear walls: experiments and analysis", Struct. Eng. Mech., Int. J., 59(2), 291-312. https://doi.org/10.12989/sem.2016.59.2.291
  20. Patil, A.N. and Dahake, A.G. (2014), "Design of steel plate shear wall with opening for steel building", J. Struct. Eng. Manag., 1(2), 17-24.
  21. Qu, B., Bruneau, M., Lin, C.H. and Tsai, K.C. (2008), "Testing of Full Scale Two-Story Steel Plate Shear Walls with RBS Connections and Composite Floors", ASCE J. Struct. Eng., 134, 3(364). https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(364)
  22. Rezai, M. (1999), "Seismic behavior of steel plate shear walls by shake table testing", Ph.D. Dissertation; University of British Columbia, Vancouver, Canada.
  23. Sabelli, S.E.R. and Bruneau, M. (2006), "Steel Plate Shear Walls", AISC Design Guide 20.
  24. Schumacher, A., Grondin, G.Y. and Kulak, G.L. (1997), "Connection of infill Panels in Steel Plate Shear Walls", Structural Engineering Report No. 217; Department of Civil and Environmental Engineering, University of Alberta, Edmonton, Canada.
  25. 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, Canada.
  26. Timler, P.A. and Kulak, G.L. (1983), "Experimental study of steel plate shear walls", Structural Engineering Rep. No. 114; Department of Civil Engineering, University of Alberta, Alberta, Canada.
  27. Tromposch, E.W. and Kulak, G.L. (1987), "Cyclic and static behavior of thin panel steel plate shear walls", Structural Engineering Rep. No. 145; University of Alberta, Alberta, Canada.
  28. Valizadeh, H., Sheidaii, M. and Showkati, H. (2012), "Experimental investigation on cyclic behavior of perforated steel plate shear walls", J. Constr. Steel Res., 70, 308-316. https://doi.org/10.1016/j.jcsr.2011.09.016
  29. Vian, D. and Bruneau, M. (2004), "Testing of Special LYS Steel Plate Shear Walls", Proceeding of the 13th World Conference Earthquake Engineering, Vancouver, Canada, Paper No. 978.
  30. Xue, M. and Lu, L.W. (1994), "Interaction of Infilled Steel Shear Wall Panels With Surrounding Frame Members", Proceedings of Structural Stability Research Council Annual Technical Session, Bethlehem, PA, USA, pp. 339-354.

피인용 문헌

  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. Compressive behavior of rectangular sandwich composite wall with different truss spacings vol.34, pp.6, 2018, https://doi.org/10.12989/scs.2020.34.6.783
  3. Hysteretic characteristics of steel plate shear walls: Effects of openings vol.76, pp.6, 2018, https://doi.org/10.12989/sem.2020.76.6.687