filipo Posted September 18, 2009 Report Share Posted September 18, 2009 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. Quote Link to comment Share on other sites More sharing options...
Hakim du CTC Posted September 18, 2009 Report Share Posted September 18, 2009 Quote Link to comment Share on other sites More sharing options...
filipo Posted September 20, 2009 Author Report Share Posted September 20, 2009 Quote Link to comment Share on other sites More sharing options...
filipo Posted September 22, 2009 Author Report Share Posted September 22, 2009 Quote Link to comment Share on other sites More sharing options...
filipo Posted September 23, 2009 Author Report Share Posted September 23, 2009 Quote Link to comment Share on other sites More sharing options...
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