The COC algorithm, Part II: Topological, geometrical and generalized shape optimization
作者： M. Zhou , G.I.N. Rozvany
DOI: 10.1016/0045-7825(91)90046-9
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摘要: … of the truss material and ?a,, is the yield stress in tension and compression). For beams of … for the first 12 significant digits. In the 40-bar problem (Fig. 6(c)), all non-optimal members …
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sci-hub.se 参考文章(27)
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