Nabil Hadouchi Posted October 27, 2012 Report Share Posted October 27, 2012 Bonsoir, On sais qu'un poteau court est très vulnérable au séisme sous l'effet d'effort tranchant. est ce qu'il existe des dispositions constructives pour éviter la rupture des poteaux courts? Ou bien on doit éviter cette conception coûte que coûte, Merci Quote Link to comment Share on other sites More sharing options...
Expert canartik Posted October 27, 2012 Expert Report Share Posted October 27, 2012 4 Quote Link to comment Share on other sites More sharing options...
SAM-GUESS Posted October 27, 2012 Report Share Posted October 27, 2012 2 Quote Link to comment Share on other sites More sharing options...
pincqlice Posted October 27, 2012 Report Share Posted October 27, 2012 1 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted October 27, 2012 Report Share Posted October 27, 2012 (edited) Edited October 27, 2012 by bentafat_rachid 8 Quote Link to comment Share on other sites More sharing options...
Nabil Hadouchi Posted October 27, 2012 Author Report Share Posted October 27, 2012 Quote Link to comment Share on other sites More sharing options...
Nabil Hadouchi Posted October 27, 2012 Author Report Share Posted October 27, 2012 Quote Link to comment Share on other sites More sharing options...
Nabil Hadouchi Posted October 27, 2012 Author Report Share Posted October 27, 2012 Quote Link to comment Share on other sites More sharing options...
janyour Posted October 27, 2012 Report Share Posted October 27, 2012 Quote Link to comment Share on other sites More sharing options...
bentafat_rachid Posted October 27, 2012 Report Share Posted October 27, 2012 (edited) Edited October 27, 2012 by bentafat_rachid 4 Quote Link to comment Share on other sites More sharing options...
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