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Plastic Analysis of Steel Plate Shear Panels using Strip Model  

Lee, Myung Ho (대우건설 기술연구원)
Moon, Tae Sup (한양대학교 건축공학과)
Publication Information
Journal of Korean Society of Steel Construction / v.18, no.1, 2006 , pp. 71-80 More about this Journal
Abstract
The behaviors of steel-plate shear panels were investigated through an experimental and analytical study, using mild steel (S40). Steel-plate shear panels buckle at small loads, and their strength is based on the shear panel's postbuckling strength due to tension field action. In design practice, however, the capacity of steel-plate shear panels is limited to the elastic buckling strength of shear panels. Th e National Standard on Limit States Design of Steel Structures, CAN/CSA-S16.1-94 (1994) contains a guideline for the analysis of thi n, unstiffened, steel-plate shear walls using the strip model. In this paper, the structural capacity of shear panels was evaluated using the results of the experiment and of the strip model analysis.
Keywords
steel-plate shear panel; strip model; post-buckling strength; tension field action; pla stic analysis;
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