Method for optimization of statically determined articulated structures
DOI:
https://doi.org/10.3989/ic.1985.v37.i372.1857Abstract
An algorithm of mathematical programmation for the optimum disign of iso-static articulate structures has been developed. The characteristics of the proposed algorithm are: a) It not requires that the objective function or the restriction equations be derivable. b) They use unidimensional methods of unidimensional optimization to pass over from a given solution to a better one. c) To introduce contingent procedures to obtain Information which leads to a better solution. Those characteristics make it specially recommended for non-explicit functions, costly in its evaluation with a great deal of relative minimums. The method is explained by two examples of optimal design of statiscally determined articulated structures.
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