Menard 0 Posted February 27, 2017 Report Share Posted February 27, 2017 Bonjour, Je dois étudier une charpente métallique située au R+2 d'un bâtiment béton. Pour l'analyse sismique, l'étude sismique de l'ossature principale en béton et celle de la charpente métallique est dissociée. J'ai donc tous les éléments de l'étude béton, comment puis-je paramétrer mon analyse sismique charpente pour tenir compte de l'excitation béton ? Merci d'avance pour vos réponses. Quote Link to post Share on other sites
GUISSET 200 Posted February 27, 2017 Report Share Posted February 27, 2017 Quote Link to post Share on other sites
scorpion 215 Posted February 27, 2017 Report Share Posted February 27, 2017 1 Quote Link to post Share on other sites
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elninhyo 132 Posted March 2, 2017 Report Share Posted March 2, 2017 Quote Link to post Share on other sites
GUISSET 200 Posted March 2, 2017 Report Share Posted March 2, 2017 Quote Link to post Share on other sites
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