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

### From inside the book

Results 1-3 of 65

Page 137

The simulated shear force records correspond to the distributed

normalized by the factor 1/2 pDCd , integrated over the portion of the rigid

cylinder between the free surface and mid-height elevation of member T2. The

parameters p ...

The simulated shear force records correspond to the distributed

**drag force**,normalized by the factor 1/2 pDCd , integrated over the portion of the rigid

cylinder between the free surface and mid-height elevation of member T2. The

parameters p ...

Page 242

Results from Schmidt tests were based on the

smooth strip (pure 2-D flow conditions) in a wind tunnel. The drag coefficient was

derived from pressure measurements and pressure integration. The scatter is ...

Results from Schmidt tests were based on the

**drag force**for an infinitely thin verysmooth strip (pure 2-D flow conditions) in a wind tunnel. The drag coefficient was

derived from pressure measurements and pressure integration. The scatter is ...

Page 310

Figure 6 shows the associated

minus the reconstructed inertia force (full line) or (dotted line) as the

reconstructed damping force (from the measured damping coefficients).

Obviously the drag ...

Figure 6 shows the associated

**drag force**, obtained either as the measured forceminus the reconstructed inertia force (full line) or (dotted line) as the

reconstructed damping force (from the measured damping coefficients).

Obviously the drag ...

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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