Seismosoft | Earthquake Engineering Solutions

Thanks a lot. That really helped. However, I am trying to get the overturning moments but it seems that the total moment at supports value do not take in consideration overturning effects. Could you advise ?

Hello,

Can I ask how can I get the capacity curve( shear force VS displacement ) for any node at any floor level other than the control node at the roof floor?

Thanks in advance.
Ghadeer

Noted.
Thanks for your help.

Thanks a lot. However, i only have two more queries.

What could be the reason behind getting exactly the same value for target displacement despite of changing the performance level( operational, immediate, life safety or collapse prevention) for the same seismic hazard?

Moreover, i had more than ...

Thanks a lot. I had some convergence problems as you said.
I increased number of steps to 75 and decreased the iterations to 70, it became much better and took a round 1 hr to complete the analysis, i also increased the number of modes to be the same of the floors number however i got " unknown ...

Hello,
Hope that you are doing well.

I am facing some problems in analyzing high rise buildings by pushover, i increased the iterations to 100, and took 1.2% of height as target displacement as per the convergence tips but the model took more than 12 hours to complete the run! Is this normal for a ...