Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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SLOW-DRIFT VISCOUS DAMPING OF TLP PONTOONS B. Molin Institut Français
du Pétrole Rueil-Malmaison, France 1.08 || 1.11 | 1.21 USE OF FREQUENCY
DOMAIN RESULTS. 1994 OMAE - Volume I, Offshore Technology ASME 1994 D.
SLOW-DRIFT VISCOUS DAMPING OF TLP PONTOONS B. Molin Institut Français
du Pétrole Rueil-Malmaison, France 1.08 || 1.11 | 1.21 USE OF FREQUENCY
DOMAIN RESULTS. 1994 OMAE - Volume I, Offshore Technology ASME 1994 D.
Page 389
$24.0# 30: Mooring lines (D – 2 2.0 - Ci- • # 1.0- Wave drift C 0.0+-----|--|--|--|--|-T--
-- 0.0 2.5 5.0 7.5 10.0 HS (M) Figure 9: comparison of different slow-drift damping
components as functions of the significant wave height. TP = 12 s. _ 5.0 C/D ...
$24.0# 30: Mooring lines (D – 2 2.0 - Ci- • # 1.0- Wave drift C 0.0+-----|--|--|--|--|-T--
-- 0.0 2.5 5.0 7.5 10.0 HS (M) Figure 9: comparison of different slow-drift damping
components as functions of the significant wave height. TP = 12 s. _ 5.0 C/D ...
Page 126
In its pure form, this method does not include representation of soil damping.
However, here such damping is included based on the curves given in Figure 8
for the gravity platform foundation. For the jack-up foundation, Figure 9 applies.
In its pure form, this method does not include representation of soil damping.
However, here such damping is included based on the curves given in Figure 8
for the gravity platform foundation. For the jack-up foundation, Figure 9 applies.
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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Common terms and phrases
amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind