This document describes an example that has been used to verify that the dynamic response of a footing is correctly calculated in PLAXIS. For that purpose the response of a rigid circular footing subjected to a vertical harmonic load is studied.

Used version:

• PLAXIS 2D: 2018.00 | 2016.01 | 2015.02
• PLAXIS 3D: 2018.00 | 2016.01 | AE.01

This requires a Dynamics module