Bâ Issouf Ouattara Posted September 30, 2019 Report Share Posted September 30, 2019 Bonjour, J'ai des longrines supportant des murs dans une zone non sismique, Pour modéliser fidèlement ces longrines je vois que la meilleure option sur ROBOT c'est d'utiliser le modèle de poutre sur sol élastique mais j'ai des soucis au niveau du paramétrage du sol (le coefficient d'élasticité du sol est demandé alors que je ne dispose que de la portance 0.17MPa). Connaissez-vous une méthode pour déterminer le coefficient d'élasticité du sol à partir de la portance? Une documentation sur le sujet m'enchanterait encore plus, Merci! Quote Link to comment Share on other sites More sharing options...
FRIDJALI Posted September 30, 2019 Report Share Posted September 30, 2019 Quote Link to comment Share on other sites More sharing options...
Bâ Issouf Ouattara Posted September 30, 2019 Author Report Share Posted September 30, 2019 Quote Link to comment Share on other sites More sharing options...
Ahmed أحمد Posted September 30, 2019 Report Share Posted September 30, 2019 2 Quote Link to comment Share on other sites More sharing options...
FRIDJALI Posted October 1, 2019 Report Share Posted October 1, 2019 1 1 Quote Link to comment Share on other sites More sharing options...
Ahmed أحمد Posted October 1, 2019 Report Share Posted October 1, 2019 Quote Link to comment Share on other sites More sharing options...
FRIDJALI Posted October 1, 2019 Report Share Posted October 1, 2019 1 Quote Link to comment Share on other sites More sharing options...
Ahmed أحمد Posted October 1, 2019 Report Share Posted October 1, 2019 Quote Link to comment Share on other sites More sharing options...
Nolispe Posted October 5, 2019 Report Share Posted October 5, 2019 1 Quote Link to comment Share on other sites More sharing options...
Ahmed أحمد Posted October 5, 2019 Report Share Posted October 5, 2019 Quote Link to comment Share on other sites More sharing options...
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