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🎥 PLAXIS 3D 2025 Tutorial 8 – Dynamic Analysis of a Generator on an Elastic Foundation (Step-by-Step) In this detailed tutorial, we walk you through the 9th example from the official PLAXIS 3D Tutorial Manual: "Dynamic analysis of a generator on an elastic foundation". This video reproduces the modeling process and results based on that example, and is intended solely for educational purposes. ⚠️ Disclaimer: This video is not an official tutorial by PLAXIS or Bentley Systems. It is an independently created walkthrough aimed at helping users understand how to operate the software. All copyrights and trademarks belong to their respective owners. 📌 Why this tutorial is useful: ✅ Step-by-step instructions with no skipped steps ✅ Final results match the PLAXIS tutorial manual example ✅ Ideal for students, engineers, and researchers ✅ Results are shown and explained for validation 📚 Tutorial Overview: This example analyzes the effect of a vibrating generator on an elastic soil foundation using PLAXIS 3D. To reduce computational demand, only a quarter of the model is built using symmetry boundary conditions. The simulation includes Rayleigh damping, viscous boundaries, and harmonic loading to represent realistic soil behavior under dynamic excitation. 🧠 You’ll learn how to: Set up and perform a dynamic analysis in PLAXIS 3D Apply viscous (absorbing) boundary conditions Define Rayleigh damping for material behavior Use load multipliers for harmonic dynamic loads Position model boundaries correctly to minimize wave reflection 📐 Model Description: Concrete footing: 1 m diameter, 0.2 m thick Harmonic load: 10 kN/m² at 10 Hz Generator weight: 8 kN/m² uniform load Geometry: quarter model using symmetry boundaries Special boundary conditions to reduce spurious reflections 🧪 Validation: ✅ Results are consistent with those in the PLAXIS 3D Tutorial Manual ✅ Useful for validating your own model setup and simulation accuracy 🌐 For more tutorials and geotechnical FEM content, visit GeoAutoTools.com