## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 119

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

) and ( 21 ) . Results where R is the right - hand side of

standard central differencing is used , we solve two tridiagonal systems of ...

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 ) . Whenstandard central differencing is used , we solve two tridiagonal systems of ...

Page 356

2 Governing

n + 1 ) .

2 Governing

**Equations**and Pressure Cor . rection Formulation The governing**equations**are the following non - dimensionalized Navier ... The continuity**equation**is formulated implicitly with the velocity values considered at time level (n + 1 ) .

Page 297

The

developed similarly . ... In contrast to LRFD code - checking

design

The

**equation**to calculate the minimum clearance for the line - break condition isdeveloped similarly . ... In contrast to LRFD code - checking

**equations**, thedesign

**equations**in this work have been based on only one DV - PV design .### What people are saying - Write a review

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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 | |

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### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table tower variables velocity wave wind