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rigidité des voiles


maya GC
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bonsoir,

 

 

alors voila j'ai une petite question qui attend une grande réponse :huh:

 

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

Edited by maya GC
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