Affiliation:
1. SINTEF, Oslo, Norway
2. Statoil, Trondheim, Norway
Abstract
A detailed description of a fully nonlinear numerical method for computing wave interaction effects around arbitrary marine structures is presented. The paper highlights application to one specific geometry: A single, fixed vertical truncated cylinder. The fully nonlinear computations are compared with linear and second-order nonlinear results obtained with the perturbation approach, as well as with experiments.
Cited by
2 articles.
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