Hi,
I am using Karamba3D to model a concrete building where shear walls are used for the lateral system. I am comparing the analysis results with an ETABS model, and I see differences because of the Shells Stiffness Modifiers (mainly F11 and F22). Is it possible to incorporate the stiffness reduction for shells in Karamba3D?
See below the Stiffness modifiers I want to assign: