hi, I'm trying to run a dynamic analysis in abaqus but my analysis is aborted. I have one story building in steel. I set up the density and used the gravity load. I loaded my earthquake using: Create amplitude >> tabular>> copy paste my time and acceleration. For the boundary condition, I used...
I'n working in kips and in, for this i multiply my acceleration by 386.022. But i tried to run the analisys, it took a lot of time but when i checked the result (displacement for one node at top) it was zero, always. I do not know where i'm wrong.
thanks a lot for your help.
hello,
i'm modelling a steel frame and i'm tryng to do a dynamic analysis using abaqus. I did a implicit dynamic (I do not which is better explict or implicit). I was wondering if I have to imput the time history in g or in in/s2?. If i input in g the accelerations, should i multiply my result...
