Plastic Analysis and Design of Steel Plate Shear Walls
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VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 129, Issue 11
Abstract
A revised procedure for the design of steel plate shear walls is proposed. In this procedure the thickness of the infill plate is found using equations that are derived from the plastic analysis of the strip model, which is an accepted model for the representation of steel plate shear walls. Comparisons of experimentally obtained ultimate strengths of steel plate shear walls and those predicted by plastic analysis are given and reasonable agreement is observed. Fundamental plastic collapse mechanisms for several, more complex, wall configurations are also given. Additionally, an existing codified procedure for the design of steel plate walls is reviewed and a section of this procedure which could lead to designs with less-than-expected ultimate strength is identified. It is shown that the proposed procedure eliminates this possibility without changing the other valid sections of the current procedure.
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References
Basler, K.(1961). “Strength of plate girders in shear.” J. Struct. Div., ASCE, 87(7), 150–180.
Berman, J., and Bruneau, M. (2003). “Experimental investigation of light-gauge steel plate shear walls for the seismic retrofit of buildings.” Tech. Rep. MCEER-03-0001, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, N.Y.
Caccese, V., Elgaaly, M., and Chen, R.(1993). “Experimental study of thin steel-plate shear walls under cyclic load.” J. Struct. Eng., 119(2), 573–587.
Canadian Standards Association (CSA). (2001). “Limit states design of steel structures.” CAN/CSA S16-01, Canadian Standards Association, Willowdale, Ont., Canada.
Driver, R. G., Kulak, G. L., Kennedy, D. J. L., and Elwi, A. E. (1997). “Seismic behavior of steel plate shear walls.” Structural Engineering Rep. No. 215, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alberta, Canada.
Elgaaly, M.(1998). “Thin steel plate shear walls behavior and analysis.” Thin-Walled Struct., 32, 151–180.
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.
Federal Emergency Management Agency (FEMA). (2001). FEMA 369 NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 2—commentary, Building Seismic Safety Council for the Federal Emergency Management Agency, Washington, D.C.
Kuhn, P., Peterson, J. P., and Levin, L. R. (1952). “A summary of diagonal tension, Part 1—Methods of analysis.” Tech. Note 2661, National Advisory Committee for Aeronautics, Langley Aeronautical Laboratory, Langley Field, Va.
Lee, S. C., and Yoo, C. H.(1998). “Strength of plate girder web panels under pure shear.” J. Struct. Eng., 124(2), 184–194.
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), 453–460.
Marsh, C., Ajam, W., and Ha, H.(1988). “Finite element analysis of postbuckled shear webs.” J. Struct. Eng., 114(7), 1571–1587.
Rezia, M. (1999). “Seismic behavior of steel plate shear walls by shake table testing.” PhD dissertation, Univ. of British Columbia, Vancouver, British Columbia, Canada.
Roberts, T. M., and Sabouri-Ghomi, S.(1992). “Hysteretic characteristics of unstiffened perforated steel plate shear walls.” Thin-Walled Struct., 14, 139–151.
Roberts, T. M., and Shahabian, F.(2001). “Ultimate resistance of slender web panels to combined bending, shear and patch loading.” J. Constr. Steel Res., 57, 779–790.
Sabouri-Ghomi, S., and Roberts, T. M.(1992). “Nonlinear dynamic analysis of steel plate shear walls including shear and bending deformations.” Eng. Struct., 14(3), 309–317.
Thorburn, L. J., Kulak, G. L., and Montgomery, C. J. (1983). “Analysis of steel plate shear walls.” Structural Engineering Rep. No. 107, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alberta, Canada.
Timler, P. A. (1998). “Design procedures development, analytical verification, and cost evaluation of steel plate shear wall structures.” Earthquake Engineering Research Facility Technical Rep. No. 98-01, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, British Columbia, Canada.
Timler, P. A., and Kulak, G. L. (1983). “Experimental study of steel plate shear walls.” Structural Engineering Rep. No. 114, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alberta, Canada.
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Copyright © 2003 American Society of Civil Engineers.
History
Received: Mar 18, 2002
Accepted: Feb 5, 2003
Published online: Oct 15, 2003
Published in print: Nov 2003
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