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Structural Capacity of Steel Plate Walls According to Various Infill Plate Details  

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.19, no.1, 2007 , pp. 67-78 More about this Journal
Abstract
In this study, we performed an investigation on the variations in the structural capacity of steel plate walls with various infill plate details. Five three-story plate walls with thin web plates were tested. Parameters for the test specimens were the connection details between the moment frame and infill plates, such as weld and bolt connections, the location and length of weld connection, and coupling wall. Regardless of the details of infilled steel plate, the steel plate wall specimens showed excellent initial stiffness, strength, and energy dissipation capacity. However, the wall with bolt-connected infill plates showed slightly low deformation capacity. This result showed that for workability and cost efficiency,various wall details can be used in practice without causing a significant decrease in the structural capacity of steel plate walls. A method for making projections on strength and energy dissipation capacity of steel plate wall specimens with various details was developed.
Keywords
Steel plates; Shear walls; Connections; Cyclic tests; Tension field action; Energy dissipation;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 박홍근, 최인락, 전상우, 김원기. (2006). '전단지배 강판벽의 연성능력' 강구조학회 논문집 18(4)(통권 83호)
2 Canadian Standards Association (CSA). (2001). Limit states design of steel structures, CAN/CSA S16-01, Canadian Standards Association, Willowdale, Ont., Canada
3 American Institute of Steel Construction (AISC). (2005). Seismic provisions for structural steel buildings, Chicago
4 Behbahanifard, M.R. (2003). 'Cyclic behavior of unstiffened steel plate shear walls.' PhD Dissertation, Dept. of Civil Engineering, Univ. of Alberta, Edmonton, Alberta, Canada
5 Hibbitt, Karlsson, and Sorenson Inc. (HKS). (2003). ABAQUS standard, Version 6.4, HKS, Pawtucket, RI
6 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
7 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, Alberta, Canada
8 Xue, M. and Lu, L. W. (1994) 'Interaction of infilled steel shear wall panels with surrounding frame members', Proc., Struct. Stability Res. Council Annu. Tech. Session, Bethlehem, PA., 339-354
9 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
10 Elgaaly, M. (1998). 'Thin steel plate shear walls behavior and analysis.' Thin-Walled Struct., 32, 151-180   DOI   ScienceOn
11 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, Alberta, Canada
12 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
13 박홍근, 곽재혁, 전상우, 김원기. (2004). '주기하중을 받는 골조 강판벽의 실험연구' 강구조학회 논문집 16(6)(통권 73호)
14 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
15 Thorburn, L. J., Kulak, G. L., and Montgomery, C. J. (1983). 'Analysis and design of steel shear wall system.' Structural Engineering Rep. No. 107, Dept. of Civil Engineering, Univ. of Alberta, Alberta, Canada