Experimental Investigation of Self-Centering Steel Plate Shear Walls
Publication: Journal of Structural Engineering
Volume 138, Issue 7
Abstract
A series of subassembly tests were conducted to investigate the behavior of the self-centering steel plate shear wall (SC-SPSW) system under cyclic loading. The SC-SPSW system utilizes thin steel web plates to provide energy dissipation and the primary strength and stiffness of the system, whereas posttensioned (PT) beam-to-column connections provide recentering capabilities. In this new system, the web plate is intended to yield under cyclic loading, whereas the boundary elements and PT connection elements remain undamaged. The web plate can then be replaced relatively easily following significant inelastic cycles. This experimental program studies the effects of various design parameters on the system and connection response and compares the response with approximate analytical formulas. The experimental results show that the SC-SPSW system has high ductility, high initial stiffness, recentering capabilities, an overall system response as anticipated, and more energy dissipation than expected.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
Financial support for this study was provided by the National Science Foundation as part of the George E. Brown Network for Earthquake Engineering Simulation under Award No. CMMI-0830294. P.M.C. was also supported by the National Science Foundation Graduate Research Fellowship under Grant No. DGE-0718124. The writers would also like to acknowledge material donations from the AISC. 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
Applied Technology Council (ATC). (1992). “Guidelines for seismic testing of components of steel structures.” Rep. No. 24, ATC, Redwood City, CA.
Applied Technology Council (ATC). (2009). “Guidelines for seismic performance assessment of buildings: ATC-58 50% draft.” Rep. No. 58, ATC, Washington, DC.
ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05, Reston, VA.
Choi, I.-R., and Park, H.-G. (2010). “Hysteresis model of thin infill plate for cyclic nonlinear analysis of steel plate shear walls.” J. Struct. Eng.JSENDH, 136(11), 1423–1434.
Clayton, P. M. (2010). “Self-centering steel plate shear walls: Development of design procedure and evaluation of seismic performance.” M.S. thesis, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA.
Clayton, P. M., Berman, J. W., and Lowes, L. N. (2012). “Seismic design and performance of self-centering steel plate shear walls.” J. Struct. Eng.JSENDH, 138(1), 22–30.
Dowden, D. M., Purba, R., and Bruneau, M. (2012). “Behavior of self-centering steel plate shear walls and design considerations.” J. Struct. Eng.JSENDH, 138(1), 11–21.
Garlock, M. (2002). “Design, analysis, and experimental behavior of seismic resistant post-tensioned steel moment resisting frames.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA.
Garlock, M. M., Ricles, J. M., and Sause, R. (2005). “Experimental studies of full-scale posttensioned steel connections.” J. Struct. Eng.JSENDH, 131(3), 438–448.
Garlock, M. M., Sause, R., and Ricles, J. M. (2007). “Behavior and design of posttensioned steel frame systems.” J. Struct. Eng.JSENDH, 133(3), 389–399.
Kim, H.-J., and Christopoulos, C. (2009). “Seismic design procedure and seismic response of post-tensioned self-centering steel frames.” Earthquake Eng. Struct. Dyn., 38(3), 355–376.IJEEBG
Kurama, Y., Weldon, B., and Shen, Q. (2006). “Experimental evaluation of post-tensioned hybrid coupled wall subassemblages.” J. Struct. Eng.JSENDH, 132(7), 1017–1029.
Rojas, P., Ricles, J. M., and Sause, R. (2005). “Seismic performance of post-tensioned steel moment resisting frames with friction devices.” J. Struct. Eng.JSENDH, 131(4), 529–540.
Sabelli, R., and Bruneau, M. (2007). Design guide 20: Steel plate shear walls, AISC, Chicago.
Seilie, I. F., and Hooper, J. D. (2005). Steel plate shear walls: Practical design and construction, AISC, Chicago.
Shishkin, J. J., Driver, R. G., and Grodin, G. Y. (2005). “Analysis of steel plate shear walls using the modified strip model.” Structural Engineering Rep. 261, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alta., Canada.
Thorburn, L. J., Kulak, G. L., and Montgomery, C. J. (1983). “Analysis of steel plate shear walls.” Structural Engineering Rep. 107, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alta., Canada.
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.JSENDH, 135(3), 211–220.
Walsh, K. Q., and Kurama, Y. C. (2010). “Behavior of unbonded posttensioning monostrand anchorage systems under monotonic tensile loading.” PCI J.PCIJEE, 55(1), 97–117.
Winkley, T. B. (2011). “Self-centering steel plate shear walls: Large scale experimental investigation.” M.S. thesis, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA.
Information & Authors
Information
Published In
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Jun 2, 2011
Accepted: Oct 20, 2011
Published online: Oct 24, 2011
Published in print: Jul 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.