## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 29

1991 OMAE – Volume 1 - A , Offshore Technology ASME – 1991 the drag

between calculated and experimental force

oscillations .

1991 OMAE – Volume 1 - A , Offshore Technology ASME – 1991 the drag

**coefficient**at the point of maximum fluid ... Very good agreement was foundbetween calculated and experimental force

**coefficients**for the sinusoidaloscillations .

Page 36

To assess the effect of this difference in drag

integrals in eqns . ( 30 ) and ( 31 ) ... The values of A , and A2 are approximately

equal in spite of the significant difference in the drag

values of ...

To assess the effect of this difference in drag

**coefficients**, we calculated theintegrals in eqns . ( 30 ) and ( 31 ) ... The values of A , and A2 are approximately

equal in spite of the significant difference in the drag

**coefficient**values . Thevalues of ...

Page 53

CONCLUSIONS For the T - joint the variation of the drag

Reynolds number for current angles Oo and ... The values of the drag

in the sub - critical and in the super - critical flow regime are , however , very

close to ...

CONCLUSIONS For the T - joint the variation of the drag

**coefficient**with theReynolds number for current angles Oo and ... The values of the drag

**coefficients**in the sub - critical and in the super - critical flow regime are , however , very

close to ...

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave