Ground response analysis in case of linear soil

This document describes an example that has been used to verify that the natural frequency of a vibrating dam, fixed at the base, is calculated correctly in PLAXIS.

Used version:

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

This requires a Dynamics module.