here. Hopefully we will be able to get the most useful of these incorporated in the manuals.
I've modeled a three dimensional reinforced concrete bridge using zeroLength element at the base of columns. The problem is that while there is no error, there is no analysis too. The proof of this is doing the total analysis (gravity and nonlinear dynamics) in one second and also being output files empty. Can anyone help me?
(Modal analysis is done, and the values of the period of time - which are unreasonable - are displayed).