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Effect of stiffeners on steel plate shear wall systems
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 Title & Authors
Effect of stiffeners on steel plate shear wall systems
Rahmzadeh, Ahmad; Ghassemieh, Mehdi; Park, Yeonho; Abolmaali, Ali;
 Abstract
Stiffeners have widely been used in lateral load resisting systems to improve the buckling stability of shear panels in steel frames. However, due to major differences between plate girders and steel plate shear walls (SPSWs), use of plate girder equations often leads to uneconomical and, in some cases, incorrect design of stiffeners. Hence, this paper uses finite element analysis (FEA) to describe the effect of the rigidity and arrangement of stiffeners on the buckling behavior of plates. The procedures consider transverse and/or longitudinal stiffeners in various practical configurations. Subsequently, curves and formulas for the design of stiffeners are presented. In addition, the influence of stiffeners on the inward forces subjected to the boundary elements and the tension field angle is investigated as well. The results indicate that the effective application of stiffeners in SPSW systems not only improves the structural behavior, such as stiffness, overall strength and energy absorption, but also leads to a reduction of the forces that are exerted on the boundary elements.
 Keywords
steel plate shear wall;stiffener;buckling;optimization;shear capacity;tension field angle;
 Language
English
 Cited by
1.
Cyclic behaviour of low-yield-point steel shear panel dampers, Engineering Structures, 2016, 126, 391  crossref(new windwow)
 References
1.
ABAQUS Standard User's Manual Version 6.5 (2005), Hibbit, Karlsson and Sorensen Inc., Pawtucket, RI, USA.

2.
AISC, ANSI/AISC 341-10 (2010), Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA.

3.
AISC, ANSI/AISC 360-05 (2005), Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL, USA.

4.
Alinia, M. and Sarraf Shirazi, R. (2009), "On the design of stiffeners in steel plate shear walls", J. Construct. Steel Res., 65(10), 2069-2077. crossref(new window)

5.
Astaneh-Asl, A. (2001), "Seismic behavior and design of steel shear walls", Steel Technical Information and Product Services Report; Structural Steel Educational Council, Moraga, CA, USA.

6.
ATC (1992), Guidelines for Seismic Testing of Components of Steel Structures, Report 24; Applied Technology Council, Redwood City, CA, USA.

7.
Berman, J.W. and Bruneau, M. (2004), "Steel plate shear walls are not plate girders", AISC Eng. J., 41(3), 95-106.

8.
Bleich, F. (1952), Buckling Strength of Metal Structures, McGraw Hill, New York, NY, USA.

9.
Brando, G. and De Matteis, G. (2014), "Design of low strength-high hardening metal multi-stiffened shear", Eng. Struct., 60, 2-10. crossref(new window)

10.
Bruneau, M., Uang, C. and Sabelli, R. (2011), Ductile Design of Steel Structures, 2nd Edition, McGraw Hill, New York.

11.
Chen, W. and Atsuta, T. (2007), Theory of Beam-Columns, Volume 1: In-Plane Behavior and Design, J. Ross Publishing.

12.
De Matteis, G., Mazzolani, F.M. and Panico, S. (2008), "Experimental tests on pure aluminium shear panels with welded stiffeners", Eng. Struct., 30(6), 1734-1744. crossref(new window)

13.
Galambos, T.V. (1998), Guide to Stability Design Criteria for Metal Structures, (5th Edition), John Wiley & Sons, New York, NY, USA.

14.
Kuhn, P., Peterson, J.P. and Levin, L.R. (1952), "A summary of diagonal tension. Part I: Methods of analysis".

15.
Loughlan, J. and Hussain, N. (2014), "The in-plane shear failure of transversely stiffened thin plates", Thin- Wall. Struct., 81, 225-235. crossref(new window)

16.
Lubell, A.S. (1997), "Performance of unstiffened steel plate shear walls under cyclic quasi-static loading", M.S. Thesis; University of British Columbia, Vancouver, BC, Canada.

17.
Rhodes, J. (2003), "Some observations on the post-buckling behaviour of thin plates and thin-walled members", Thin-Wall. Struct., 41(2), 207-226. crossref(new window)

18.
Sabelli, R. and Bruneau, M. (2007), Design Guide 20: Steel Plate Shear Walls, American Institute of Steel Construction, Chicago, IL, USA.

19.
Sabouri-Ghomi, S. and Asad Sajjadi, R. (2012), "Experimental and theoretical studies of steel shear walls with and without stiffeners", J. Construct. Steel Res., 75, 152-159. crossref(new window)

20.
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. crossref(new window)

21.
Sabouri-Ghomi, S., Kharrazi, M., Mamazizi, S. and Sajadi, R. (2008), "Buckling behavior improvement of steel plate shear wall systems", Struct. Des. Tall Special Build., 17(4), 823-837. crossref(new window)

22.
Stein, M. and Fralich, R.W. (1949), "Critical shear stress of infinitely long, simply supported plate with transverse stiffeners (No. NACA-TN-1851), National Aeronautics and Space Administration, Washington, D.C., USA.

23.
Takahashi, Y., Takeda, T., Takemoto, Y. and Takagi, M. (1973), "Experimental study on thin steel shear walls and particular steel bracing under alternative horizontal loads", Proceedings of IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon, Portugal.

24.
Thorburn, L.J., Kulak, G.L. and Montgomery, C.J. (1983), "Analysis of steel plate shear walls", Structural Engineering Report No. 107; University of Alberta, Edmonton, AB, Canada.

25.
Timler, P. and Kulak, G. (1983), "Experimental study of steel plate shear walls", Structural Engineering Report No. 114; University of Alberta, Edmonton, AB, Canada.

26.
Timoshenko, S. (1936), Theory of Elastic Stability, McGraw Hill, New York, NY, USA.

27.
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. crossref(new window)

28.
Ventsel, E. and Krauthammer, T. (2001), Thin Plates and Shells - Theory, Analysis, and Applications, Marcel Dekker, New York, NY, USA.

29.
Webster, D., Berman, J. and Lowes, L. (2014), "Experimental investigation of SPSW web plate stress field development and vertical boundary element demand", J. Struct. Eng., 140(6), 04014011. crossref(new window)