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- W606311962 abstract "This paper presents results from research on the seismic behavior of steel-plate shear walls. Current design practice of such walls is to limit its capacity to its theoretical buckling strength. The results indicate that this design approach is not prudent. It will result, not only in an uneconomical design, but it could result in premature yielding of the building columns. The goal of this research is to develop design criteria that is based on post-buckling rather than theoretical buckling strength of the wall." @default.
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- W606311962 date "1990-01-01" @default.
- W606311962 modified "2023-09-26" @default.
- W606311962 title "BUCKLING AND POST-BUCKLING BEHAVIOR OF THIN PLATES UNDER CYCLIC LOADING. IN: STRUCTURAL STABILITY RESEARCH COUNCIL. 1990 ANNUAL TECHNICAL SESSION, STABILITY OF BRIDGES, ST. LOUIS, MISSOURI, APRIL 10-11, 1990" @default.
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