Final report for WP4.3: Enhancement of design methods ... - Upwind
Final report for WP4.3: Enhancement of design methods ... - Upwind
Final report for WP4.3: Enhancement of design methods ... - Upwind
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UPWIND WP4: Offshore Support Structures and Foundations<br />
unrestrained motion (roll) [deg]<br />
unrestrained motion (surge) [m]<br />
0.3<br />
0.2<br />
0.1<br />
0<br />
-0.1<br />
-0.2<br />
-0.3<br />
-0.4<br />
0 10 20 30 40 50<br />
Time [s]<br />
0.15<br />
0.1<br />
0.05<br />
0<br />
-0.05<br />
-0.1<br />
-0.15<br />
-0.2<br />
0 10 20 30 40 50<br />
Time [s]<br />
unrestrained motion (sway) [m]<br />
unrestrained motion (pitch) [deg]<br />
0.08<br />
0.06<br />
0.04<br />
0.02<br />
0<br />
-0.02<br />
-0.04<br />
-0.06<br />
-0.08<br />
0 10 20 30 40 50<br />
Time [s]<br />
0.2<br />
0.15<br />
0.1<br />
0.05<br />
0<br />
-0.05<br />
-0.1<br />
-0.15<br />
-0.2<br />
0 10 20 30 40 50<br />
Time [s]<br />
116<br />
unrestrained motion (heave) [m]<br />
unrestrained motion (yaw) [deg]<br />
0.06<br />
0.04<br />
0.02<br />
0<br />
-0.02<br />
-0.04<br />
-0.06<br />
0 10 20 30 40 50<br />
Time [s]<br />
0.5<br />
0<br />
-0.5<br />
0 10 20 30 40 50<br />
Time [s]<br />
Figure 8.32: Comparisons between first and second-order unrestrained motions <strong>for</strong> the semi-submersible plat<strong>for</strong>m <strong>for</strong> a<br />
Pierson-Moskowitz spectrum with Hs=2.5 m (Tp=7.9 s).<br />
Pierson-Moskowitz spectrum with Hs=5.0 m<br />
The comparisons between first and second-order excitation <strong>for</strong>ces in the six modes <strong>of</strong> motion (surge, sway,<br />
heave, roll, pitch and yaw) <strong>for</strong> the semi-submersible plat<strong>for</strong>m associated with this spectrum are presented in<br />
Figure 8.33. For surge, roll, pitch and yaw, the second-order effects are important when compared with firstorder.<br />
In sway the second-order excitation <strong>for</strong>ce is dominant and in heave the contribution from the secondorder<br />
excitation <strong>for</strong>ce is small.<br />
The comparisons <strong>of</strong> first and second-order unrestrained motions in the six modes <strong>of</strong> motion <strong>for</strong> this spectrum<br />
are shown in Figure 8.34. The unrestrained motions are small in all modes. Slow drift motions can be observed<br />
in surge, sway and yaw. The second-order unrestrained motions are <strong>of</strong> the same importance as the first-order<br />
<strong>for</strong> roll and pitch motions and are dominant in sway. In heave the effects <strong>of</strong> second-order motions are small<br />
when compared to first-order.<br />
Excitation Force (surge) [MN]<br />
8<br />
6<br />
4<br />
2<br />
0<br />
-2<br />
-4<br />
-6<br />
-8<br />
0 20 40 60<br />
Time [s]<br />
80 100 120<br />
Excitation Force (sway) [MN]<br />
3<br />
2<br />
1<br />
0<br />
-1<br />
-2<br />
-3<br />
-4<br />
0 20 40 60<br />
Time [s]<br />
80 100 120<br />
Excitation Force (heave) [MN]<br />
1.5<br />
1<br />
0.5<br />
0<br />
-0.5<br />
-1<br />
-1.5<br />
0 20 40 60<br />
Time [s]<br />
80 100 120