Nabil Hadouchi Posted October 25, 2012 Report Share Posted October 25, 2012 Bonjour; 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. 1 Quote Link to comment Share on other sites More sharing options...
keuj84 Posted October 25, 2012 Report Share Posted October 25, 2012 Quote Link to comment Share on other sites More sharing options...
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