maya GC Posted October 15, 2013 Report Share Posted October 15, 2013 bonsoir, alors voila j'ai une petite question qui attend une grande réponse dans un livre qui traite l' EC8 j'ai trouvé le paragraphe suivant: a good criterion at the stage of conceptual design for providing a wall, a dual or a core system, with a hight degree of lateral stiffness so that at least second order effects are prevented, could be the use of the provisions of DIN 1045(1982) as they have been adopted by the revised greek code for reiforced concreate structures, that is voila la formule dans le fichier word (j'ai pas pu l’écrire directement c'est compliqué) ma question est comment appliquer cette formule comment trouver cette rigidité, SVP aidez moi c'est vraiment très très intéressant pour moi merci d'avance pour toute réponse cordialement. doc1.docx Quote Link to comment Share on other sites More sharing options...
GUISSET Posted October 19, 2013 Report Share Posted October 19, 2013 2 Quote Link to comment Share on other sites More sharing options...
maya GC Posted December 10, 2013 Author Report Share Posted December 10, 2013 Quote Link to comment Share on other sites More sharing options...
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