Steel and Composite Structures

  • 제11권3호
  • /
  • Pages.251-271
  • /
  • 2011
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections

  • Vatansever, Cuneyt (Department of Civil Engineering, Faculty of Civil Engineering, Istanbul Technical University) ;
  • Yardimci, Nesrin (Department of Civil Engineering, Faculty of Engineering, Yeditepe University)
  • 투고 : 2010.12.18
  • 심사 : 2011.05.01
  • 발행 : 2011.05.25
⟨ 이전 논문 다음 논문 ⟩

초록

To make direct comparisons regarding the cyclic behavior of thin steel plate shear walls (TSPSWs) with different infill-to-boundary frame connections, two TSPSWs were tested under quasi-static conditions, one having the infill plate attached to the boundary frame members on all edges and the other having the infill plate connected only to the beams. Also, the bare frame that was used in the TSPSW specimens was tested to provide data for the calibration of numerical models. The connection of infill plates to surrounding frames was achieved through the use of self-drilling screws to fish plates that were welded to the frame members. The behavior of TSPSW specimens are compared and discussed with emphasis on the characteristics important in seismic response, including the initial stiffness, ultimate strength and deformation modes observed during the tests. It is shown that TSPSW specimens achieve significant ductility and energy dissipation while the ultimate failure mode resulted from infill plate fracture at the net section of the infill plate-to-boundary frame connection after substantial infill plate yielding. Experimental results are compared to monotonic pushover predictions from computer analysis using strip models and the models are found to be capable of approximating the monotonic behavior of the TSPSW specimens.

키워드

참고문헌

  1. Abbott, B.J. and Richard, R.M. (1975), "Versatile elastic-plastic stress-strain formula", J. Eng. Mech. Div., 101(4), 511-515.
  2. Alinia, M.M. and Dastfan, M. (2006), "Behavior of thin steel plate shear walls regarding frame members", J. Constr. Steel. Res., 62(7), 730-738. https://doi.org/10.1016/j.jcsr.2005.11.007
  3. Applied Technology Council (ATC), (1992), ATC-24 Guidelines for Cyclic Seismic Testing of Components of Steel Structures, California.
  4. Berman, J. and Bruneau, M. (2003), "Plastic analysis and design of steel plate shear walls", J. Struct. Eng., 129(11),1448-1456. https://doi.org/10.1061/(ASCE)0733-9445(2003)129:11(1448)
  5. Berman, J. and Bruneau, M. (2005), "Experimental investigation of light-gauge steel plate shear walls", J. Struct. Eng., 131(2), 259-267. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(259)
  6. Berman, J. and Bruneau, M. (2008), "Capacity design of vertical boundary elements in steel plate shear walls", AISC Eng. J., 45(1), 57-71.
  7. Bruneau, M. and Bhagwagar, T. (2002), "Seismic retrofit of flexible steel frames using thin infill panels", Eng. Struct., 24(4), 443-453. https://doi.org/10.1016/S0141-0296(01)00111-0
  8. Caccese, V., Elgaaly, M. and Chen, R. (1993), "Experimental study of thin steel-plate shear walls under cyclic loading", J. Struct. Eng., 119(2), 0573-0587. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:2(573)
  9. Choi, I.R. and Park, H.G. (2009), "Steel plate shear walls with various infill plate designs", J. Struct. Eng., 135(7),785-796. https://doi.org/10.1061/(ASCE)0733-9445(2009)135:7(785)
  10. Driver, R.G., Kulak, G.L., Elwi, A.E. and Kennedy, D.J.L. (1998), "FE and simplified models of steel plate shear wall", J. of Struct. Eng., 124(2), 0121-0130. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(121)
  11. Driver, R.G., Kulak, G.L., Kennedy, D.J.L. and Elwi, A.E. (1998), "Cyclic test of four-story steel plate shear wall", J. of Struct. Eng., 124(2), 0112-0120. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:2(112)
  12. Elgaaly, M. and Liu, Y. (1997), "Analysis of thin-steel-plate shear walls", J. Struct. Eng. 123(11), 1487-1496. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:11(1487)
  13. European Convention for Constructional Steelwork (ECCS), Eurocode 3, Design of Steel Structures, CEN, Brussels.
  14. Ghosh, S., Adam, F. and Das, A. (2009), "Design of steel plate shear walls considering inelastic drift demand", J. Constr. Steel Res., 65(7), 1431-1437. https://doi.org/10.1016/j.jcsr.2009.02.008
  15. Goldberg, J.E. and Richard, R.M. (1963), "Analysis of nonlinear structures", J. Struct. Div., 89(4), 333-351.
  16. Hibbit, Karlsson, Sorenson, Inc., (HKS), ABAQUS/Standard Theory Manual, Student Version 6.4.
  17. Lubell, A.S., Prion, H.G.L., Ventura, C.E. and Rezai, M. (2000), "Unstiffened steel plate shear wall performance under cyclic loading", J. Struct. Eng., 126(4), 0453-0460. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:4(453)
  18. Memarzadeh, P., Azhari M. and Saadatpour, M.M. (2010), "A parametric study on buckling loads and tension field stress patterns of steel plate shear walls concerning buckling modes", Steel. Comp. Struct., 10(1), 87-108. https://doi.org/10.12989/scs.2010.10.1.087
  19. Sabelli, R. and Bruneau, M. (2007), Design Guide 20 Steel Plate Shear Walls, American Institute of Steel Construction.
  20. Sabouri-Ghomi, S., Ventura, C.E. and Kharrazi, M.H.K. (2005), "Shear analysis and design of ductile steel plate walls", J. of Struct. Eng., 131(6), 878-889. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:6(878)
  21. Thorburn, L.J., Kulak, G.L and Montgomery, C.J. (1983), Analysis of Steel Plate Shear Walls, Structural Engineering Report No 107, Edmonton (AB), Dep. Civil Eng., University of Alberta.
  22. Timler, P.A and KuIak, G.L. (1983), Experimental Study of Steel Plate Shear Walls, Structural Engineering Report No 114, Edmonton (AB), Dep. Civil Eng., University of Alberta.
  23. Tromposch, E.W. and Kulak, G.L. (1987), Cyclic and Static Behavior of Thin Panel Steel Plate Shear Walls, Structural Engineering Report No 145, Edmonton (AB), Dep. Civil Eng., University of Alberta.
  24. Vatansever, C. (2008), Cyclic Behavior of Thin Steel Plate Shear Walls with Semi-Rigid Beam-to-Column Connections, PhD. Thesis, Istanbul Technical University, Institute of Science.
  25. 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)
  26. Xue, M. and Lu, L.W. (1994), "Monotonic and cyclic behavior of infilled steel shear panels", Proceedings of 17th Czech and Slovak Int. Conf. on Steel Struct. and Bridges, Bratislava, Slovakia.

피인용 문헌

  1. Investigation of the link beam length of a coupled steel plate shear wall vol.20, pp.1, 2016, https://doi.org/10.12989/scs.2016.20.1.107
  2. Effect of stiffeners on steel plate shear wall systems vol.20, pp.3, 2016, https://doi.org/10.12989/scs.2016.20.3.545
  3. Analytical investigation of thin steel plate shear walls with screwed infill plate vol.19, pp.5, 2015, https://doi.org/10.12989/scs.2015.19.5.1145
  4. Strip model for steel plate shear walls with beam-connected web plates vol.136, 2017, https://doi.org/10.1016/j.engstruct.2017.01.051
  5. Experimental seismic study on shear walls with fully-connected and beam-only-connected web plates vol.141, 2018, https://doi.org/10.1016/j.jcsr.2017.11.013
  6. Development of a simplified equivalent braced frame model for steel plate shear wall systems vol.18, pp.3, 2015, https://doi.org/10.12989/scs.2015.18.3.711
  7. Seismic performance of self-centering steel plate shear walls with beam-only-connected web plates vol.106, 2015, https://doi.org/10.1016/j.jcsr.2014.12.017
  8. Seismic design and performance of SPSWs with beam-connected web plates vol.142, 2018, https://doi.org/10.1016/j.jcsr.2017.12.004
  9. Experimental and analytical study of steel slit shear wall vol.24, pp.6, 2011, https://doi.org/10.12989/scs.2017.24.6.741
  10. Hysteretic behavior of perforated steel plate shear walls with beam-only connected infill plates vol.25, pp.4, 2011, https://doi.org/10.12989/scs.2017.25.4.505
  11. Behavior of columns of steel plate shear walls with beam-connected web plates vol.172, pp.None, 2018, https://doi.org/10.1016/j.engstruct.2018.06.087
  12. 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
  13. Seismic assessment of thin steel plate shear walls with outrigger system vol.74, pp.2, 2011, https://doi.org/10.12989/sem.2020.74.2.267
  14. New form of perforated steel plate shear wall in simple frames using topology optimization vol.74, pp.3, 2011, https://doi.org/10.12989/sem.2020.74.3.325
  15. Experimental study on component performance in steel plate shear wall with self-centering braces vol.37, pp.3, 2020, https://doi.org/10.12989/scs.2020.37.3.341
  16. Hysteretic characteristics of steel plate shear walls: Effects of openings vol.76, pp.6, 2011, https://doi.org/10.12989/sem.2020.76.6.687
  17. Cyclic Performance of Corrugated Steel Plate Shear Walls with Beam-Only-Connected Infill Plates vol.2021, pp.None, 2011, https://doi.org/10.1155/2021/5542613
  18. Numerical 3D Finite Element Assessment of Bending Moment-Resisting Frame Equipped with Semi-Disconnected Steel Plate Shear Wall and Yielding Plate Connection vol.11, pp.4, 2021, https://doi.org/10.3390/met11040604
  19. Investigation of performance of steel plate shear walls with partial plate-column connection (SPSW-PC) vol.39, pp.1, 2011, https://doi.org/10.12989/scs.2021.39.1.109
  20. Cyclic performance of steel moment frames with prefabricated RC and ECC wall panels vol.242, pp.None, 2011, https://doi.org/10.1016/j.engstruct.2021.112492
  21. Steel plate shear walls with large disconnected lengths of web plate to vertical boundary element vol.34, pp.None, 2011, https://doi.org/10.1016/j.istruc.2021.10.056
  22. Experimental study on the seismic behavior of high-performance cold-formed steel plate shear walls vol.251, pp.no.pa, 2022, https://doi.org/10.1016/j.engstruct.2021.113552
  23. Modified plate frame interaction method for evaluation of steel plate shear walls with beam-connected web plates vol.45, pp.None, 2011, https://doi.org/10.1016/j.jobe.2021.103682
  24. Experimental and numerical study on the seismic behavior of steel plate shear wall with reduced web section beams vol.46, pp.None, 2011, https://doi.org/10.1016/j.jobe.2021.103797