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Development of a simplified equivalent braced frame model for steel plate shear wall systems

  • Chatterjee, Arghya Kamal (Department of Building, Civil and Environmental Engineering Concordia University) ;
  • Bhowmick, Anjan (Department of Building, Civil and Environmental Engineering Concordia University) ;
  • Bagchi, Ashutosh (Department of Building, Civil and Environmental Engineering Concordia University)
  • 투고 : 2013.09.13
  • 심사 : 2014.09.24
  • 발행 : 2015.03.25

초록

Steel Plate Shear Walls (SPSWs) have been accepted widely as an effective lateral load resisting system. For seismic performance evaluation of a multi-story building with SPSWs, detailed finite element models or a strip model can be used to represent the SPSW components. However, such models often require significant effort for tall or medium height buildings. In order to simplify the analysis process, discrete elements for the framing members can be used. This paper presents development of a simplified equivalent braced model to study the behavior of the SPSWs. The proposed model is expected to facilitate a simplification to the structural modeling of large buildings with SPSWs in order to evaluate the seismic performance using regular structural analysis tools. It is observed that the proposed model can capture the global behavior of the structures quite accurately and potentially aid in the performance-based seismic design of SPSW buildings.

키워드

과제정보

연구 과제 주관 기관 : Natural Sciences and Engineering Research Council of Canada (NSERC)

참고문헌

  1. Abaqus (2011), Abaqus/Standard user's manual, Version 6.11. 2011; Pawtucket (RI): Hibbitt, Karlsson, & Sorensen, Inc., HKS.
  2. AISC (2005), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-05; American Institute of Steel Construction, Chicago, IL, USA.
  3. Berman, J.W. and Bruneau, M. (2005), "Experimental investigation of light-gauge steel plate shear", J. Struct. Eng., 131(2), 259-267. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(259)
  4. Bhowmick, A.K., Grondin, G.Y. and Driver, R.G. (2010), "Performance of type D and type LD steel plate", Can. J. Civil Eng., 37, 88-98. https://doi.org/10.1139/L09-126
  5. Bozdogan, K.B. (2013), "Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element-transfer matrix method", Struct. Eng. Mech., Int. J., 46(1), 1-17. https://doi.org/10.12989/sem.2013.46.1.001
  6. Choi, B.-J., Kim, W.-K., Kim, W.-B. and Kang, C.-K. (2013), "Compressive performance with variation of yield strength and width-thickness ratio for steel plate-concrete wall structures", Steel Compos. Struct., Int. J., 14(5), 473-491. https://doi.org/10.12989/scs.2013.14.5.473
  7. CSA (2009), Limit states design of steel structures, CAN/CSA-S16-09; Canadian Standards Association, Toronto, ON, Canada.
  8. Dastfan, M. and Driver, R.G. (2008), "Flexural stiffness limits for frame members of steel plate shear wall systems", Proceeding of Annual Stability Conference, Structural Stability Research Council, Nashville, TN, USA, April.
  9. Driver, R.G., Kulak, G.L., Kennedy, D.J.L. and Elwi, A.E. (1997), "Seismic behaviour of steel plate shear walls", Structural Engineering Report No. 215; Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada.
  10. Elgaaly, M. (1998), "Thin steel plate shear walls behavior and analysis", Thin-Wall. Struct., 32(1-3), 151-180. https://doi.org/10.1016/S0263-8231(98)00031-7
  11. Elgaaly, M., Caccese, V. and Du, C. (1993), "Post-buckling 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)
  12. Kharrazi, M.H.K. (2005), "Rational method for analysis and design of steel plate walls", Ph.D. Thesis, University of British Columbia, Vancouver, BC, Canada.
  13. Kuhn, P., Peterson, J.P. and Levin, L.R. (1952), "A Summary of Diagonal Tension, Part I: Methods of Analysis", NACA technical note 2661; National Advisory Committee for Aeronautics, Washington, D.C., USA.
  14. Lubell, 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), 453-460. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:4(453)
  15. Mazzoni, S., McKenna, F., Scott, M.H. and Fenves, G.L. (2007), "OpenSees command language manual", Pacific Eathquake Engineering Research Center, University of California, Berkeley, CA, USA.
  16. 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 Compos. Struct., Int. J., 10(1), 87-108. https://doi.org/10.12989/scs.2010.10.1.087
  17. Mohammad, R.B., Grondin, G.Y. and Elwi, A.E. (2003), "Experimental and numerical investigation of steel plate shear wall", Structural Engineering Report No. 254; Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada.
  18. Neilson, D.A.H. (2010), "Welding of light gauge infill panels for steel plate shear walls", M.Sc. Thesis, Department of Civil and Environmental Engineering, University of Alberta, Edmonton, AB, Canada.
  19. NRC (2010), National Building Code of Canada (NBCC), Canadian Commission on Building and Fire Codes; National Research Council of Canada, Ottawa, ON, Canada.
  20. Shahi, R., Lam, N., Gad, E. and Wilson, J. (2013), "Protocol for testing of cold-formed steel wall in regions of low-moderate seismicity", Earthq. Struct., Int. J., 4(6), 629-647. https://doi.org/10.12989/eas.2013.4.6.629
  21. Topkaya, C. and Atasoy, M. (2009), "Lateral stiffness of steel plate shear wall systems", Thin-Wall. Struct., 47(827-835), 827-835. https://doi.org/10.1016/j.tws.2009.03.006
  22. 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, AB, Canada.
  23. Vatansever, C. and Yardimci, N. (2011), "Experimental investigation of thin steel plate shear walls with different infill-to-boundary frame connections", Steel Compos. Struct., Int. J., 11(3), 251-271. https://doi.org/10.12989/scs.2011.11.3.251
  24. Wagner, H. (1931), "Flat sheet metal girders with very thin metal web, Part III", NACA technical note 605; National Advisory Committee for Aeronautics, Washington, D.C., USA.

피인용 문헌

  1. Flexural behavior of anchor horizontal boundary element in steel plate shear wall vol.17, pp.3, 2017, https://doi.org/10.1007/s13296-017-9017-6
  2. Flexural behavior of beams in steel plate shear walls vol.23, pp.4, 2015, https://doi.org/10.12989/scs.2017.23.4.473
  3. Experimental Performance Evaluation of Multi-Storey Steel Plate Shear Walls Designed by Different Methods vol.17, pp.7, 2015, https://doi.org/10.1007/s40999-018-0374-0
  4. 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
  5. Investigation of performance of steel plate shear walls with partial plate-column connection (SPSW-PC) vol.39, pp.1, 2015, https://doi.org/10.12989/scs.2021.39.1.109