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question sur le sap2000


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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 ????

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