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
โ 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 ยฎrst identiยฎes this critical or limit point buckling value using a linear, complementary algorithm to solve what is shown to be a quadratic programming