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Effect of Monopile Foundation Modeling On The Structural Response of A 5-MW Offshore Wind Turbine Tower by DoThanhTung is a document available to read on EtoBox.
This study compares different methods of modeling monopile foundations for offshore wind turbines, specifically focusing on how the foundation modeling approaches affect the structural response of the wind turbine tower. The study analyzes a 5-MW offshore wind turbine and compares modeling the foundation as fixed, using p-y springs, and using finite element analysis. It finds that ignoring foundation flexibility causes significant errors in the tower response, and finite element analysis provides a more con
- Author
- DoThanhTung
- Language
- EN