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Les poussées actives dynamique RPA 99V2003!!


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salam alikoum!

Pour considérer l'effet dynamique du séisme sur les murs de soutainement, on calcule les poussée actives dynamiques (Kad &Kpd)page101 et pour cela on doit déterminer au préalable les coefficients Kh=A(%g) et Kv=+-0.3Kh .ma question:que signifie le (%g)dans kh.maerci ou saha ftourkoum.

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