## 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 108

Once ( s ) , - e , and ( ns ) , ... on the outer boundary are

Once ( s ) , - e , and ( ns ) , ... on the outer boundary are

**obtained**, biror and near on the outer boundary can be calculated according to Eqs . ( 7 ) and ( 18 ) . If the integration surface S - SOUS , Us , and • and 2070n on s are ...Page 109

If the integration surface S - SOUS , US , and 0 and 20 / 0n on s are known until time 1 , the free surface S , and o on it at time i + At can be

If the integration surface S - SOUS , US , and 0 and 20 / 0n on s are known until time 1 , the free surface S , and o on it at time i + At can be

**obtained**from Eqs . ( 41 ) and ( 42 ) . The outer boundary S , and 0 on it at time 1+ Al ...Page 663

Expressing the hydrodynamic forces by Eq . ( 50 ) , fin can be denoted by the following Eq . ( 52 ) : 1 : Component

Expressing the hydrodynamic forces by Eq . ( 50 ) , fin can be denoted by the following Eq . ( 52 ) : 1 : Component

**obtained**by added masses distributed over the end element ( which adjoins to the water bottom or free surface ) when ...### What people are saying - Write a review

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces