keraz Posted February 20, 2011 Report Share Posted February 20, 2011 BJR A TOUS. VU QUE DANS BEAUCOUP DE SOFTWARE DE CALCUL DE STRUCTURES (ROBOT, SAP, ETABS , STAAD , Etc.) ON NE TROUVE PAS D'EXEMPLE TRAITANT DES SEMELLES FILANTES (SOUS POTEAUX) DE TYPE RIGIDE, J'AI ESSAYE D'ETABLIR CE MODELE ET COMPARER LES RESULTATS (MOMENTS) AVEC LA METHODE EXPOSEE PAR MR "GUERRIN" DANS SON OUVRAGE RELATIF AUX CALCULS DES FONDATIONS. P.S : J'AI RETROUVE LES MEMES VALEURS DE MOMENTS SELON LES DEUX METHODES. QUE PENSEZ VOUS DE CE MODELE.SEMELLE FILANTE RIGIDE.doc 1 Quote Link to comment Share on other sites More sharing options...
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