lamrani Posted January 12, 2018 Report Share Posted January 12, 2018 (edited) bonjour chers collègues je voudrai votre avis à propos de la répartition horizontale de l'effort sismique sur des éléments de contreventement dans le cas d'un noyau en forme de U. Est ce que les voiles constituant le noyau sont supposés dissociés ou non. Pour l'exercice ci joint on a utilisé une formule pour le calcul d'un paramètre "e" pour le noyau qui est entainé dans les calculs du centre de torsion du plancher. le " e" ainsi calculé ça représente quoi en réalité et comment on pu l'obtenir. et pourquoi on n'utilise pas directement les yi des voiles constituant le noyau, Merci pour votre réactivité Edited January 12, 2018 by lamrani Quote Link to comment Share on other sites More sharing options...
lamrani Posted January 15, 2018 Author Report Share Posted January 15, 2018 (edited) Edited January 15, 2018 by lamrani Quote Link to comment Share on other sites More sharing options...
Expert breton2250 Posted January 17, 2018 Expert Report Share Posted January 17, 2018 Quote Link to comment Share on other sites More sharing options...
lamrani Posted January 31, 2018 Author Report Share Posted January 31, 2018 Quote Link to comment Share on other sites More sharing options...
Expert breton2250 Posted February 1, 2018 Expert Report Share Posted February 1, 2018 1 Quote Link to comment Share on other sites More sharing options...
lamrani Posted February 3, 2018 Author Report Share Posted February 3, 2018 Quote Link to comment Share on other sites More sharing options...
Recommended Posts
Join the conversation
You can post now and register later. If you have an account, sign in now to post with your account.
Note: Your post will require moderator approval before it will be visible.