Numerical simulation of maximum wave loads and run-up heights on offshore wind turbine foundations influenced by the instability of bichromatic wave groups

Author:

Lin Yu-Hsien,Lu Po-Ying,Lin Chia-Wei

Funder

Ministry of Science and Technology

National Cheng Kung University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ocean Engineering,General Materials Science

Reference61 articles.

1. Wave run-up on slender piles in design conditions—model tests and design rules for offshore wind;Andersen;Coast Eng,2011

2. CFD simulation of wave run-up on a spar cylinder. 16th australasian fluid mechanics conference (AFMC): school of engineering;Repalle,2007

3. Wave run-up on columns of deepwater platforms;Thiagarajan;Proc IME M J Eng Marit Environ,2013

4. A CFD model for simulating wave run-ups and wave loads in case of different wind turbine foundations influenced by nonlinear waves;Lin;Ocean Eng,2017

5. Nonlinear flow of wave crests past a thin pile;Hallermeier;J Waterw Harb Coast Eng Div,1976

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