saratach Posted June 9, 2017 Report Share Posted June 9, 2017 Svp voici une structure en beton armé qui a une résistance a la compression de 5.52 MPA j'ai fais un chemisage des poteaux et rajout de voile de contreventement dans le cadre de renforcement de cette structure mais j'ai trouvé que la participation modale est attiente dans le 17 mode mais le plus bizar c'est que les premier mode donne cette déformation klk peut m'expliqué ca merci Quote Link to comment Share on other sites More sharing options...
MAKER Posted July 3, 2017 Report Share Posted July 3, 2017 1 Quote Link to comment Share on other sites More sharing options...
abdelghani91 Posted July 4, 2017 Report Share Posted July 4, 2017 1 Quote Link to comment Share on other sites More sharing options...
saratach Posted August 2, 2017 Author Report Share Posted August 2, 2017 Quote Link to comment Share on other sites More sharing options...
a/ghani Posted August 2, 2017 Report Share Posted August 2, 2017 Quote Link to comment Share on other sites More sharing options...
Elyazid BEN YACHOU Posted August 3, 2017 Report Share Posted August 3, 2017 Quote Link to comment Share on other sites More sharing options...
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