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Dear STKO-Team

Currently, I am conducting a Time History Analysis (THA) on a complex building using STKO.
To validate the results, I have attempted to compare the displacement output at the base of the structure with that obtained from SeismoSignal. In theory, these values should be identical ...

Dear STKO Team,

Is it possible to model a shell element using a Fiber Section in STKO? So far I have used the Layered Shell Element and would like to compare the results.
I have a small model attached where I tried this, Unfortunately it does not work yet. To model a beam using a Fiber Section, as ...

Thanks a lot, now the results look good!

Best regards
Jonas

Dear STKO Team,

I am currently modeling a simplified model of a large building to perform earthquake simulations. To verify the simplified model, I compare the reaction force of the supports with those of a more accurate shell model of the building.
Without Rayleigh damping the reaction force of ...

Thank you very much!

Dear STKO-Team,

I am currently modelling a reinforced concrete container using the layered shell element. The container has a cylindrical shape and is also prestressed with steel tendons. Is there a possibility to provide the layered shell element with a prestressing? The tendons run in a ring ...