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

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Page 221

At resonance in water, lift

by

in water is of the same magnitude as lift

At resonance in water, lift

**forces**on cables and risers are generally equilibratedby

**hydrodynamic**damping, meaning that damping**force**generated on a cylinderin water is of the same magnitude as lift

**force**. For cylinders resonating in air, ...Page 235

5.4 Added Mass and Damping Forces The previous sections of this paper

focused exclusively on lift, which is the source of ... The ensuing cable motion

through the fluid will generate additional

response.

5.4 Added Mass and Damping Forces The previous sections of this paper

focused exclusively on lift, which is the source of ... The ensuing cable motion

through the fluid will generate additional

**hydrodynamic force**that will affect itsresponse.

Page 236

The remaining signal represents

procedure vary, the Fourier series for the

typically computed using the cylinder oscillation frequency as the fundamental

frequency.

The remaining signal represents

**hydrodynamic force**. While details of theprocedure vary, the Fourier series for the

**hydrodynamic force**time history istypically computed using the cylinder oscillation frequency as the fundamental

frequency.

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

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