Effect of monopile foundation modeling on the structural response of a 5-MW offshore wind turbine tower

Author:

Jung Sungmoon,Kim Sung-Ryul,Patil Atul,Hung Le Chi

Funder

National Science Foundation

Basic Science Research Program

National Research Foundation of Korea

Ministry of Education

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference37 articles.

1. Finite element modeling of horizontally loaded monopile foundations for offshore wind energy converters in Germany;Abdel-Rahman;Front. Offshore Geotech.: ISFOG,2005

2. Achmus, M., Abdel-Rahman, K., 2012. Design of piles for offshore wind energy foundations with respect to horizontal loading. In: Proceedings of the Twenty-second International Offshore and Polar Engineering Conference. Rhodes, Greece.

3. Load-bearing behavior of Suction Bucket Foundations in Sand;Achmus;Appl. Ocean Res.,2013

4. On the modeling of nonlinear waves for prediction of long-term offshore wind turbine loads;Agarwal;J. Offshore Mech. Arct. Eng.,2009

5. Recommended Practice for Planning, Design and Constructing Fixed Offshore Platforms—Working Stress Design;API,2007

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