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- W2008435824 abstract "ABSTRACT A method is presented providing an upper bound solution to the maximum deflections which may occur in elastic-plastic frames under loadings that vary arbitrarily within prescribed limits. The problem is reduced to linear programming; a numerical example is given. The results show that the theory of shakedown remains valid even for very low values of the safety factor against incremental collapse." @default.
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- W2008435824 date "1973-01-01" @default.
- W2008435824 modified "2023-09-26" @default.
- W2008435824 title "Deflection Analysis of Elastic-Plastic Frames at Shakedown" @default.
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- W2008435824 doi "https://doi.org/10.1080/03601217308905307" @default.
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