| Application | PLAXIS 2D PLAXIS 3D |
| Version | PLAXIS 2D PLAXIS 3D |
| Date created | 03 January 2013 |
| Date modified | 03 January 2013 |
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.
Downloads
- GROUND RESPONSE ANALYSIS IN CASE OF LINEAR SOIL_2015
- Validation - Ground response analysis in case of linear soil [2D 2018.00].p2dxlog (command log file) Use Save as... to store
- Validation - Ground response analysis in case of linear soil [3D 2018.00].p3dlog (command log file) Use Save as... to store
- GROUND RESPONSE ANALYSIS IN CASE OF LINEAR SOIL_2018