## 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 64

Page 137

The simulated shear force records correspond to the distributed

normalized by the factor 1/2 pDC4, 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 pDC4, 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 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

15 other sections not shown

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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