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Modélisation d'une structure pour calcul modale

Nabil Hadouchi

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Pour un calcul modale d'une structure soumise au séisme, on calcul les déplacements des noeuds. Qu'il alors le déplacement des éléments constituants la structure cad poteau poutre?

Si on suppose que c'est un encastrement donc naturellement c'est le meme déplacement. mais si on suppose le contraire c'est différent.

Merci de m'expliquer.

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