Hello,
I would like to ask how to implement a dynamic load on a node in SOFiSTiK. I recently started working with SOFiSTiK for a university project, so my experience is still limited.
My goal is to reproduce a shaker excitation on a bridge: a sinusoidal (harmonic) force applied at midspan. I want to use this excitation to compute the bridge response (in particular nodal accelerations) and compare the results with acceleration measurements from field tests.
Could you please explain a workflow to define and apply such load?
Thank you very much in advance