Table 7 Summarizes wave and wind parameters used in the analysis.
From: A probabilistic approach to lifetime design of offshore platforms
Directions in the model | 0° | 45° | 90° | 135° | 180° | 225° | 270° | 315° |
|---|---|---|---|---|---|---|---|---|
Wave from | SE | E | NE | N | NW | W | SW | S |
Extreme storm wave height (m) | 11.6 | 10.8 | 8.8 | 9.7 | 12.2 | 10.8 | 8.8 | 10.2 |
Extreme storm wave period (s) | 10.8 | 10.4 | 9.6 | 10.0 | 11.0 | 10.4 | 9.5 | 10.2 |
Extreme wind speed 1-min (m/s) | 35.2 | 36.0 | 34.9 | 35.6 | 36.7 | 35.6 | 33.0 | 33.4 |
