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A fully automatic force method for the optimal shakedown design of frames

✍ Scribed by K. V. Spiliopoulos


Publisher
Springer
Year
1999
Tongue
English
Weight
191 KB
Volume
23
Category
Article
ISSN
0178-7675

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## Abstract In the process of discrete‐sizing optimal design of truss structures by Genetic Algorithm (GA), analysis should be performed several times. In this article, the force method is employed for the analysis. The advantage of using this method lies in the fact that the matrices corresponding