Hello guys Could you help me, please I have 02 questions: 1) How do you get the full signal from the load applied over 1 second, knowing that it depends on the frequency each time you change it? 2) Does the load signal given by Plaxis allow me to…

Hi, Plaxis3D wiki provides a great tutorial ( How to model moving loads to simulate train-induced vibrations - GeoStudio | PLAXIS Wiki - GeoStudio | PLAXIS - Bentley Communities ) on how to model moving loads to simulate train movement. However, I have…

Hi everyone, Currently, I am working on a dynamic model to predict the dynamic settlement and cyclic excess pore pressure under different magnitudes. In Image 1 you can see the basic model. Here, I have used the soft soil model as the soil model. In the…

Hello Everyone! Does anybody know if its possible to view the plate forces (Bending Moment/Shear/Axial) for a chosen timestep in a dynamic analysis? At the moment I am only able to view these forces at the final step (Step 222, Time = 0.175s) of the…

Hello Best regard for all of us can someone please explain why in the dynamic load parameter the amplitude multiplier it has to be 5000 and the frequency is 50 Hz ? Thank you