## 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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Results 1-3 of 85

Page 108

Once ( os ) , . , and ( 115 ) , ... on the outer boundary are

new or on the outer boundary can be calculated according to Eqs . ( 7 ) and ( 18 )

. If the integration surface S - SOUS , US , and 0 and 20 / 0n on S are known until

...

Once ( os ) , . , and ( 115 ) , ... on the outer boundary are

**obtained**, Di - or andnew or on the outer boundary can be calculated according to Eqs . ( 7 ) and ( 18 )

. If the integration surface S - SOUS , US , and 0 and 20 / 0n on S are known until

...

Page 632

The results are

. Among the institutions represented in the given figures , the low frequency

responses were

...

The results are

**obtained**by both frequency domain and time domain approaches. Among the institutions represented in the given figures , the low frequency

responses were

**obtained**by a time domain approach by institutions 4 , 6 , 12 , 25...

Page 663

Expressing the hydrodynamic forces by Eq . ( 50 ) , fin can be denoted by the

following Eq . ( 52 ) : 1 : Component

the end element ( which adjoins to the water bottom or free surface ) when unit ...

Expressing the hydrodynamic forces by Eq . ( 50 ) , fin can be denoted by the

following Eq . ( 52 ) : 1 : Component

**obtained**by added masses distributed overthe end element ( which adjoins to the water bottom or free surface ) when unit ...

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

50 other sections not shown

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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