Geometry Gym- Sap2000 Seismic Anlaysis

Hi Jon

I am using the gg.sap on Sap2000 v18 and Rhino 5.

I have generated a simple box building with moment frames and typical cross section. It can parametrically be tapered and twisted and some other changes. Now, I wonder to perform a “static seismic” and “Response spectrum” cases to see how different is the displacement and based reactions are in those different cases while the height growing.

- I have tried the Auto Seismic load pattern based on NBCC 2005, I wonder if it is possible to develop that to other building codes like IBC?

- I also wonder if it is possible to have a “Respond Spectrum” analysis case in ggsap? (since we already have Modal frequencies case)