The calculation of critical buckling loa
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Hexiang, Lu ;Minghui, Feng ;Lark, R. J. ;Williams, F. W.
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Article
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1999
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John Wiley and Sons
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English
⚖ 112 KB
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A method of identifying the critical load of structures, the buckling shape of which is constrained, is presented based on two novel techniques. The ®rst identi®es this critical or limit point buckling value using a linear, complementary algorithm to solve what is shown to be a quadratic programming