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Ductility Capacity of Shear-Dominated Steel Plate Walls  

Park, Hong Gun (서울대학교 건축학과)
Choi, In Rak (서울대학교 건축학과)
Jeon , Sang Woo (포항산업과학연구원 강구조연구소)
Kim, Won Ki (호서대학교 건축공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.18, no.4, 2006 , pp. 457-468 More about this Journal
Abstract
An experimental study was performed to investigate the maximum energy dissipation and the ductility capacity of shear-dominated steel plate walls with thin web plates. Three specimens of three-story plate walls with thin web plates were tested. The parameters for the test specimens were the aspect ratio of the web plate and the shear strength of the column. A concentrically braced frame and a moment-resisting frme were a also tested for comparison. The steel plate walls exhibited much better ductility and energy dissipation capacity than the concentrically braced frame and the moment-resisting frame. The results showed that unlike other structural systems, the sh as well as strength, and can therefore be used as an effective earthquake-resisting system. A method of predicting the energy dissipation capacity of a steel plate wall was proposed.
Keywords
Stel plates; Shear wals; Ductility; Cyclic tests; Plastic analysis; Energy dissipation;
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  • Reference
1 Behbahanifard, M.R. (2003). 'Cyclic behavior of unstiffened steel plate shear walls.' PhD Dissertation, Dept. of Civil Engineerig, Univ. of Alberta, Edmonton, Alberta, Canada
2 Englekirk, R. (1994). Steel structures: Controlling behavior through design, Wiley, New York
3 Zhao, Q., and Astaneh-Asl, A. (2004). 'Cyclic behavior of an innovative steel shear wall system.' Proc., 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper #2576
4 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   DOI
5 대한건축학회 (2005). 건설교통부 고시 건축구조설계기준 (Korean Building Code-Structural), 대한건축학회
6 박홍근, 곽재혁, 전상우, 김원기. (2004). '주기하중을 받는 골 조강판벽의 실험연구' 강구조학회 논문집 16(6)(통권73호)
7 Canadian Standards Association (CSA). (2001). Limit states design of steel structures, CAN/CSA S16-01, Canadian Standards Association, Willowdale, Ont., Canada
8 Hibbitt, Karlsson, and Sorenson Inc. (HKS). (2003). ABAQUS standard, Version 6.4, HKS, Pawtucket, RI
9 Driver, R. G., Kulak, G. L., Kennedy, D. J. L., and Elwi, A. E. (1998). 'Cyclic test of a four-storey steel plate shear wall.' J. Struct. Eng., 124(2), 111-120   DOI
10 Blodgett, O. (1995). 'Structural details to increase ductility of connections.' Steel TIPS Report, Structural Steel Educational Council, Moraga, Calif
11 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   DOI   ScienceOn
12 American Institute of Steel Construction (AISC). (1999). Load and resistance factor design specification, Chicago
13 American Institute of Steel Construction (AISC). (2005). Seismic provisions for structural steel buildings, Chicago
14 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 Engineerig, Univ. of Alberta, Edmonton, Alberta, Canada
15 Elgaaly, M. (1998). 'Thin steel plate shear walls behavior and analysis.' Thin-Walled Struct., 32, 151-180   DOI   ScienceOn