## 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 78

Page 119

represents the physical situation , it is expected to work better than

represents the physical situation , it is expected to work better than

**equations**( 20 ) and ( 21 ) . Results where R is the right - hand side of**equation**( 15 ) . When standard central differencing is used , we solve two tridiagonal ...Page 169

multiplying Pero with one of the reduction formulas presented in the previous section (

multiplying Pero with one of the reduction formulas presented in the previous section (

**Equations**16 , 17 or 18 ) or by the API bilinear formula (**Equation**14 ) . In addition , the value of the interaction curve on the horizontal axis ...Page 356

2 Governing

2 Governing

**Equations**and Pressure Correction Formulation The governing**equations**are the following non ... 3.1 Momentum**equations**The momentum**equation**( 5 ) can be written as t = u ( n ) – + ( uv ) .m + PA 1 tu At v ' = v ( n )1 + ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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 | |

17 other sections not shown

### Other editions - View all

### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind