AI Summary
- Explores seismic loading approaches including Pseudo-static, Response Spectrum, and Nonlinear Time History for concrete gravity dams.
- Compares Westergaard’s added mass method with sloshing fluid modeling to evaluate hydrodynamic forces and dynamic interaction.
- Highlights limitations of the added mass method in representing time-dependent fluid response and complex geometries.
- Demonstrates implementation of wave absorbent boundary conditions and full analysis workflow in MIDAS FEA NX.
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Speaker
Darshan C R
Technical Support Engineer
MIDAS R&D Center Pvt. Ltd
Darshan C R is a Geotechnical Engineer with experience in numerical modeling and finite element analysis using MIDAS GTS NX. He holds a Master’s degree in Geotechnical Engineering from IIT Madras. He specializes in applying finite element methods to address a wide range of geotechnical engineering challenges, including slope stability, foundation analysis, excavations, tunneling, and soil–structure interaction problems.
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