Nikita Posted October 18, 2012 Report Share Posted October 18, 2012 Bonjour, Pour calculer en sismique un bâtiment presque entièrement enterré dans le sol, nous considérons que seule la petite partie émergente du sol est celle sollicitée par le séisme ? Ou bien on considère que toute la structure au-dessus du sol d'assise des fondations subit les sollicitations sismiques même si elle est enterrée. Merci de votre réponse. Quote Link to comment Share on other sites More sharing options...
abdelkrim3x Posted October 18, 2012 Report Share Posted October 18, 2012 Quote Link to comment Share on other sites More sharing options...
abdeslam-brahim Posted October 20, 2012 Report Share Posted October 20, 2012 Quote Link to comment Share on other sites More sharing options...
BAMO2FR Posted November 3, 2012 Report Share Posted November 3, 2012 Quote Link to comment Share on other sites More sharing options...
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