Try this:
The analysis was not running because you set a duration of 0.
Typically static analysis should have a duration of 1 (if you use a linear time series).
After the first analysis you should keep load constant and reset the time to 0 (otherwise it will mess up subsequent time Series)
The the dynamic analysis should have a non-zero duration (I used 25 in this case, due to the duration of your ground motion).
Then, you have to study the analysis settings. Many of them were wrong (system = Linear works only for linear materials, integrator = CentralDifference is for explicit dynamics, not for implicit ones, you don't have any damping, etc..)
Also, I found that applying your self weight assuming the model elastic, gives convergence issues when switching to plastic. So I set the material plastic from the beginning