Mehdi Lariche Posted September 6, 2015 Report Share Posted September 6, 2015 Bonjour tout le monde, On m'a dit qu'en modélisant un bâtiment en 3D sur robot comportent un portique contrevente par voiles, le logiciel allé repartir l'effort sismique de chaque étage sur les voiles et les poteaux suivant leur rigidité ce qui nous mène forcément à une structure mixte avec interaction, donc quelle valeur du coefficient de comportement R prendre et quels efforts prendre pour ferrailler les portiques et les voiles Quote Link to comment Share on other sites More sharing options...
nmus2006 Posted September 11, 2015 Report Share Posted September 11, 2015 1 Quote Link to comment Share on other sites More sharing options...
Moulay ELYAZID Posted September 12, 2015 Report Share Posted September 12, 2015 1 Quote Link to comment Share on other sites More sharing options...
gasmi bel Posted September 12, 2015 Report Share Posted September 12, 2015 1 Quote Link to comment Share on other sites More sharing options...
elpirate76 Posted December 26, 2015 Report Share Posted December 26, 2015 Quote Link to comment Share on other sites More sharing options...
AimenKh Posted December 27, 2015 Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
AimenKh Posted December 27, 2015 Report Share Posted December 27, 2015 Quote Link to comment Share on other sites More sharing options...
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