lostmen Posted October 2, 2013 Report Share Posted October 2, 2013 salut salam alikoum j'ai quelque question sur le sap2000 1- quand on utilise le méthode specter de reponse est ce que on peut definie la force sismique dans "define load patterns" (load patterns name: E/ type :quake) ou il suffit le difinie par "load case" seulement. 2- "define mass source " from element and additional masses from load from element and additional masses and load quel est le cas qui il faut choisir.? 3- la force sismique E on peut le determene comme deux force avec deux direction Ex,Ey (define load patterns) et faire les combinaison comme çaG+Q+Ex , G+Q+Ey , G+Q-Ex , G+Q-Ey ???? Quote Link to comment Share on other sites More sharing options...
fatmabela Posted October 4, 2013 Report Share Posted October 4, 2013 1 Quote Link to comment Share on other sites More sharing options...
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