medo Posted October 29, 2018 Report Share Posted October 29, 2018 Bonjour j'aimerais avoir votre avis sur les résultats dynamiques que j'ai obtenues par l'analyse sismique d'un batiment R+1 les masses modales du premier mode sont faibles... le contreventement est assuré par voiles : deux parrallèles sens X et un seul sens Y merci Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted October 30, 2018 Report Share Posted October 30, 2018 Quote Link to comment Share on other sites More sharing options...
medo Posted October 30, 2018 Author Report Share Posted October 30, 2018 Quote Link to comment Share on other sites More sharing options...
ahmed elb Posted October 30, 2018 Report Share Posted October 30, 2018 (edited) Edited October 30, 2018 by ahmed elb 1 Quote Link to comment Share on other sites More sharing options...
BELLAMINE Posted October 30, 2018 Report Share Posted October 30, 2018 Quote Link to comment Share on other sites More sharing options...
medo Posted October 30, 2018 Author Report Share Posted October 30, 2018 Quote Link to comment Share on other sites More sharing options...
ahmed elb Posted October 31, 2018 Report Share Posted October 31, 2018 1 Quote Link to comment Share on other sites More sharing options...
medo Posted October 31, 2018 Author Report Share Posted October 31, 2018 Quote Link to comment Share on other sites More sharing options...
ahmed elb Posted October 31, 2018 Report Share Posted October 31, 2018 Quote Link to comment Share on other sites More sharing options...
medo Posted October 31, 2018 Author Report Share Posted October 31, 2018 Quote Link to comment Share on other sites More sharing options...
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