## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 110

Instead the Navier - Stokes

extra pressure caused by the ... flow case with the accelerating structures the

Navier - Stokes

10 ) ...

Instead the Navier - Stokes

**equation**is used : The pressure difference P - P is theextra pressure caused by the ... flow case with the accelerating structures the

Navier - Stokes

**equation**can be written : Eq . ( 27 ) is identical to the**equations**(10 ) ...

Page 348

where D is the diameter of the riser and A ; and B ; are given by

Equivalent Damping Matrix The elements in the equivalent damping matrix ( C )

are obtained by minimizing the average of the square of the Euclidian norm of the

...

where D is the diameter of the riser and A ; and B ; are given by

**equation**( 24 )Equivalent Damping Matrix The elements in the equivalent damping matrix ( C )

are obtained by minimizing the average of the square of the Euclidian norm of the

...

Page 559

It is possible that : A. That the coefficients in one of the

zero while they are not both zero in the ... Case B is encountered more often than

case A. In case A , using the

It is possible that : A. That the coefficients in one of the

**equations**can both bezero while they are not both zero in the ... Case B is encountered more often than

case A. In case A , using the

**equation**with zero coefficients yields an incorrect ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind