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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

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