redouane75 Posted October 22, 2013 Report Share Posted October 22, 2013 Salam alaikom j ai une petite question a vous poser svp: est ce qu' avoir des relachements lineaire au niveau des plancher (supposes porter dans un seul sens) est en contradiction avec le fait de supposrr tout le planchet un diaphragme rigide autre chose svp: est ce qu on peut modeliser une structure sans operer le moindre relachement au niveau des poteaux sachant qu il s agit d un contreventement portique ou mixte merci pour vos reponses Quote Link to comment Share on other sites More sharing options...
keuj84 Posted October 23, 2013 Report Share Posted October 23, 2013 (edited) Edited October 23, 2013 by keuj84 Quote Link to comment Share on other sites More sharing options...
redouane75 Posted October 23, 2013 Author Report Share Posted October 23, 2013 Quote Link to comment Share on other sites More sharing options...
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