## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 305

SLOW-DRIFT VISCOUS

du Petrole Rueil-Malmaison, France Low-frequency motion characteristics Table

1: low frequency

SLOW-DRIFT VISCOUS

**DAMPING**OF TLP PONTOONS B. Molln Institut Francaisdu Petrole Rueil-Malmaison, France Low-frequency motion characteristics Table

1: low frequency

**damping**coefficients. USE. 1994 OMAE - Volume I, Offshore ...Page 389

HS (M) Figure 9: comparison of different slow-drift

functions of the significant wave height. TP = 12 s. HS (M) Figure 10: same as

figure 9, Tp = 16 s. As for the frictional component it was estimated from Jon-

sson's ...

HS (M) Figure 9: comparison of different slow-drift

**damping**components asfunctions of the significant wave height. TP = 12 s. HS (M) Figure 10: same as

figure 9, Tp = 16 s. As for the frictional component it was estimated from Jon-

sson's ...

Page 126

In its pure form, this method does not include representation of soil

However, here such

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 8for the gravity platform foundation. For the jack-up foundation, Figure 9 applies.

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

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added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind