Seismosoft | Earthquake Engineering Solutions

Hello again
I'm using seismostruct 2021.

Hello Tim
When I run the pushover analysis I di get ineslatic behaviour and didn't had convergence issues. However, for the time history I did had some issues that were only overcome when using infrmFD instead of infrmDB elements. I didn't made any subdivision in the infrmDB elements. Maybe that is ...

Hello.
I'm having some issues comparing results of a time history analaysis and a pushover analysis of the same building. The maximum base shear value obtained in the pushover analaysis is much lower than the maximum value of total shear at supports obtained in the time history analysis. In the ...

Hello.
Thank you for the clarification.
Best regards.
Ricardo

Hello.
For calculation of the target displacement calculation according to the EC8-3, 3 damage levels are available for the determination of the target displacement, namely the damage limitation, significant damage and near collapse. However, target displacements presented in the post-processor ...