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Calcul sismique EC8

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Anonymous
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Calcul sismique EC8

Bonjour,

 

Lors d'un calcul modal sismique à l'EC8, les déplacements affichés prennent-ils en compte le coefficient de comportement (4.3.4) et la rigidité elastique fissurée (4.3.1 (7)) ?

 

Merci d'avance pour votre réponse,

 

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Artur.Kosakowski
in reply to: Anonymous

The behavior factor is included. The reduction of stifness for concrete elements can be defined as the factor for moment of inertia or taken into account in the E module of material assigned to them.

 

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.



Artur Kosakowski

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