Steel Plate Shear Walls with Various Infill Plate Designs
Publication: Journal of Structural Engineering
Volume 135, Issue 7
Abstract
An experimental study was performed to investigate the structural capacity of steel plate walls with various infill plate designs. Five three-story steel plate shear walls with thin infill plates were tested. The parameters for this test were the connection method between the boundary frame and the infill plate (welded connection versus bolted connection), length of the welded connection (full connection versus partial connection), and opening in the infill plate (solid wall versus coupled wall). Regardless of the infill plate design, the steel plate wall specimens exhibited excellent strength, deformation capacity, and energy dissipation capacity, although the walls with bolt-connected infill plates exhibited a slightly lower deformation capacity. This result indicates that for architectural reasons and enhancement of constructability, various infill plate designs can be used in practice without a significant reduction in the structural capacity of the steel plate walls. The strength and energy dissipation capacity of the steel plate wall specimens with various infill plate designs were predicted by proposed methods. The prediction results were compared with the test results.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This research was financially supported by the Research Institute of Industrial Science & Technology (RIST) and Korea Institute of Construction & Transportation Technology Evaluation and Planning (KICTTEP) (Grant No. UNSPECIFIEDC105A1050001-05A0505-00210). The writers are grateful to the authorities for their support.
References
AISC. (2005). Seismic provisions for structural steel buildings, Chicago.
Behbahanifard, M. R. (2003). “Cyclic behavior of unstiffened steel plate shear walls.” Ph.D. dissertation, Univ. of Alberta, Edmonton, Albta., Canada.
Berman, J., and Bruneau, M. (2003). “Plastic analysis and design of steel plate shear walls.” J. Struct. Eng., 129(11), 1448–1456.
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, 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, Albta., Canada.
Elgaaly, M. (1998). “Thin steel plate shear walls behavior and analysis.” Thin-Walled Struct., 32, 151–180.
Hibbitt, Karlsson, and Sorenson Inc. (HKS). (2003). ABAQUS standard, Version 6.4, Pawtucket, R.I.
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.
Park, H. G., Kwack, J. H., Jeon, S. W., Kim, W. K., and Choi, I. R. (2007). “Framed steel plate wall behavior under cyclic lateral loading.” J. Struct. Eng., 113(3), 378–388.
Porter, D. M., Rockey, K. C., and Evans, H. R. (1975). “The collapse behavior of plate girders loaded in shear.” Struct. Eng.53(8), 313–325.
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, Albta., 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, Albta., Canada.
Xue, M., and Lu, L. W. (1994). “Interaction of infilled steel shear wall panels with surrounding frame members.” Proc., Structural Stability Research Council Annual Technical Session, SSRC, Bethlehem, Pa., 339–354.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Received: Sep 5, 2007
Accepted: Mar 12, 2009
Published online: Jun 15, 2009
Published in print: Jul 2009
Notes
Note. Associate Editor: A. M. Kanvinde
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.