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Afin de prevoir la reponse inelastique de structures en beton arme soumises a une charge sismique dynamique on doit evaluer de facon appropriee le comportement d'hysteresis des composants de la structure. Methode d'evaluation de la distribution des deformations totales et methode analytique d'evaluation de ces deformations. Comparaison des resultats analytiques avec des resultats d'essais

Evaluation of shear and flexural deformations of flexural type shear walls