Different extreme wave conditions have been tested using irregular and regular wave conditions.
Simulations are performed in three different wave conditions, including calm water, regular wave and irregular wave.
Variable regular wave UQ shows an average error close to 6%, providing in addition output distributions.
Response characteristics are obtained for multiple regular wave conditions and three different immersion depths.
A methodology is assessed for uncertainty quantification (UQ) of resistance, motions and slamming loads in variable regular wave representing a given sea state, and compared to irregular wave (benchmark) and deterministic regular wave studies.
Six regular wave models were applied directly to irregular waves by using the significant wave height and spectral peak period.
This paper presents laboratory measurements of forces on three different net panels exposed to five different regular wave cases.
It is shown that the new formulae outperform the current formulae in predicting regular wave run-up on single piles.
Parametric stability properties of a TTR system predicted by regular wave and irregular wave theory are different from each other.
Regular wave interactions with both a fixed and freely-pitching, 1 10 scale model of the Wavestar are reproduced numerically.
Regular wave were generated in wave basin with 15 m long, 5 m wide, and 0.6 m deep.
