janyour Posted May 15, 2011 Report Share Posted May 15, 2011 salut mes amis... j'ai à modéliser une tour en r+10 avec 2 sous sol... un ingénieur m'a dit que normalement les sous sols ne déplacent pas par rapport au sol donc on doit pas tenir compte de l'effet sismique..dans ce cas on doit étudier les 10 étage dynamiquement.. on tire les réactions et on les appliquent sur les deux sous sol modéliser séparément et on fait une étude statique pour la nouvelle structure (les 2 sous sols)??????? Quote Link to comment Share on other sites More sharing options...
usthbiste Posted September 18, 2011 Report Share Posted September 18, 2011 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted September 18, 2011 Report Share Posted September 18, 2011 2 Quote Link to comment Share on other sites More sharing options...
USTHB2013 Posted October 12, 2019 Report Share Posted October 12, 2019 Quote Link to comment Share on other sites More sharing options...
Boudjema nadia Posted December 8, 2019 Report Share Posted December 8, 2019 Quote Link to comment Share on other sites More sharing options...
Expert canartik Posted December 8, 2019 Expert Report Share Posted December 8, 2019 (edited) Edited December 8, 2019 by canartik Quote Link to comment Share on other sites More sharing options...
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