Analysis, Modeling and Design of Piled Foundations in Robot - Part 4: Vesic’s Theory
We are honored to have you here to embark on this new journey to understand the concepts of analysis modeling and design of piled foundations in Autodesk Robot.
This video is a practical extension of our previous series where we discussed general modeling in Autodesk Robot. We will take those concepts and apply them using Autodesk Robot Structural Analysis Professional, a specialized software for designing and analyzing structures.
Whether you’re a seasoned civil engineer looking to learn a new software or a student just starting out in the field, this video is designed to give you a comprehensive understanding of how to navigate and utilize Autodesk Robot.
Stay tuned for more videos in this series where we will continue to explore the practical aspects of structural design. Don’t forget to like, share, and subscribe to Civil Engineering Essentials for more educational content!
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Current Video Ideas for the Future:
- Video on Gap
- Video on Column Buckling in a Real Structural Setting.
- Video about instabilities.
- Advanced Mesh Options
- The Dynamics Series: comparative analysis between robot
- Circular Arrangement of Reinforcement
- Watertank with non-linear hinges.
- 3D elements in Dams or soil-structure interactions
- Basement Walls and the discontinuity of loads on columns
- Influence Surfaces
- When and why modal mass is always 90% or less.
- Tie beams in normal structure.
- More details about modal participation / report?
- Masses and stiffnesses to control modes
- LL Reduction in ACI/ASCE (vertical and horizontal)
- A possible way to model columns with pressure areas
- Raft with larger thickness and positions
- Robot - seemingly - erratic deformation when supported by beams and columns
- Complex and Principle results
- Simple TBM tunnel lining analysis in robot
- Tapered beam steel design
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Timestamps:
0:00 Hello Everyone!
1:00 Vesic Method for Piles in Sand
10:26 Vesic Method for Piles in Clay
13:54 Example: Pile in Sand
17:23 That’s that!
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