Hello all
I am trying to model a simple bridge for seismic analysis using pushover method. I guess modal analysis is an essential part of the process but when I set the analysis mode to seismic (in modal analysis parameter) I get an error 902. I tried to pin the bearings and fix Rx but it did not work. However when I set the above option to just modal it works. I would appreciate if someone can help me out. the model is attached.
Kind Regards
Solved! Go to Solution.
Solved by Refaat. Go to Solution.
Solved by Refaat. Go to Solution.
Hi @pooria_panahi
Refaat
Thanks man, it worked well. but do I have to change the structure type to shell and analyze again or the results are now reliable ? I still don't understand why I get unrealistic deflection in the mid-span under just dead load !?!?
I would appreciate if you could also tell me how to define nonlinear hinges for beams/columns and see their formation and limitation, generate demand curve for pushover analysis ?
Best Regards
Hi @pooria_panahi
Do I have to change the structure type to shell and analyze again or the results are now reliable?
Yes, you need to reanalysis your structure inside shell module since you have panels.
I would appreciate if you could also tell me how to define nonlinear hinges for beams/columns and see their formation and limitation, generate demand curve for pushover analysis?
Please, take a look to these useful links.
Refaat