Design of Steel Plate Shear Walls Considering Boundary Frame Moment Resisting Action
Publication: Journal of Structural Engineering
Volume 135, Issue 12
Abstract
Conventional design of steel plate shear walls (SPSWs) assumes that 100% of the story shear is resisted by each infill panel. Following this approach, strength provided by the boundary frame moment resisting action, which provides the SPSW with overstrength, is neglected. While this design assumption has a positive impact on seismic performance of SPSWs, no analytical work has been done to quantify the magnitude of this overstrength in general terms. Such preliminary work is conducted in this paper. Based on plastic analysis of SPSWs, this paper investigates the relative and respective contributions of boundary frame moment resisting action and infill panel tension field action to the overall plastic strength of SPSWs, followed by a proposed procedure to make use of the strength provided by the boundary frame moment resisting action. Procedures for design of SPSWs having weak infill panels are also developed in this paper. Then, results from a series of time history analyses using validated models are presented to compare the seismic performances of SPSWs designed using different design assumptions. Future work needed to provide greater insight on SPSW designs is also identified.
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Acknowledgments
This work was supported by the EERC Program of NSF under Award No. NSFECC-9701471 to MCEER. However, any opinions, findings, conclusions, and recommendations presented in this paper are those of the writers and do not necessarily reflect the views of the sponsors.
References
American Institute of Steel Construction. (2005). Seismic provisions for structural steel buildings, American Institute of Steel Construction, Chicago.
Berman, J. W., and Bruneau, M. (2003). “Plastic analysis and design of steel plate shear walls.” J. Struct. Eng., 129(11), 1448–1456.
Berman, J. W., and Bruneau, M. (2005). “Experimental investigation of light-gauge steel plate shear walls.” J. Struct. Eng., 131(2), 259–267.
Berman, J. W., and Bruneau, M. (2008). “Capacity design of vertical boundary elements in steel plate shear walls.” Eng. J., 45(1), 55–71.
Canadian Standards Association (CSA). (2000). “Limit states design of steel structures.” CAN/CSA S16-01, Willowdale, Ontario, Canada.
Chen, W. F., Goto, Y., and Liew, J. Y. R. (1996). Stability design of semirigid frames, Wiley, New York.
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, Univ. of Alberta, Edmonton, Alta., Canada.
FEMA. (2000). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA Rep. No. 350, SAC Joint Venture for FEMA, Washington, D.C.
FEMA. (2001). “NEHRP recommended provisions for seismic regulations for new buildings and other structures, Part 2—Commentary.” FEMA Rep. No. 369, Building Seismic Safety Council for the Federal Emergency Management Agency, Washington, D.C.
FEMA. (2003). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” FEMA Rep. No. 450, Building Seismic Safety Council for FEMA, Washington, D.C.
FEMA. (2008). “Quantification of building seismic performance factors.” FEMA P695, Applied Technology Council for FEMA, Washington, D.C.
Neal, B. G. (1977). The plastic methods of structural analysis, Chapman & Hall, London.
Papageorgiou, A., Halldorsson, B., and Dong, G. (1999). “Target acceleration spectra compatible time histories.” TARSCTHS—User’s manual, Engineering Seismology Laboratory, State Univ. of New York, Buffalo, N.Y.
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 floor.” J. Struct. Eng., 134(3), 364–373.
Sabelli, R., and Bruneau, M. (2007). Steel plate shear walls (AISC design guide), American Institute of Steel Construction, Chicago.
Vian, D., and Bruneau, M. (2005). “Steel plate shear walls for seismic design and retrofit of building structure.” Technical Rep. No. MCEER-05-0010, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, N.Y.
Vian, D., Bruneau, M., Tsai, K. C., and Lin, Y. C. (2009). “Special perforated steel plate shear walls with reduced beam section anchor beams. I: Experimental investigation.” J. Struct. Eng., 135(3), 211–220.
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© 2009 ASCE.
History
Received: Jun 28, 2008
Accepted: Apr 29, 2009
Published online: Nov 13, 2009
Published in print: Dec 2009
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