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In structural optimization it is commun to define the problem in terms of geometric optimization or a single philosophy of optimization as topology, but which approximation is best to use as the...
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In the context of structural engineering and applying evolutionary computation, I have found that in some truss problems the solutions tent to a local optima. how this problem is avoid?
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I used a frame structure to represent a continuous shell plate and this frame structure was calibrated with a physical model in order to have the same rigidity as the real one. However I was...
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