论文信息 - An algorithm for the optimum design of braced and unbraced steel frames under earthquake loading

An algorithm for the optimum design of braced and unbraced steel frames under earthquake loading

Technique par programmation lineaire sequentielle (SLP) avec le calcul des rigidites optimales d'abord sous charge statique, ensuite pour charges combinees; utilisation iterative de la routine simplex. Les sections transversales des membres sont les variables de projet, la minimisation du volume totale etant le critere d'optimisation. Exemples de calculs et comparaison avec d'autres resultats

Gülten Gülay | Hasan Boduroǧlu

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