## 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 21

( 2 ) for the radiation and diffraction problems is the

( 2 ) for the radiation and diffraction problems is the

**constant**panel method . In this , the velocity is generally assumed**constant**over a flat panel , and the integral equation is enforced at a representative point on each panel ...Page 21

( 2 ) for the radiation and diffraction problems is the

( 2 ) for the radiation and diffraction problems is the

**constant**panel method . this , the velocity is generally assumed**constant**over a flat panel , and the integral equation is enforced at a representative point on each panel ...Page 169

... āw in an irregular seaway using bw = 2 % ° sc ( w ) Bw ( w ) dw ( 22 ) where Sc ( w ) denotes spectral density of the seaway . Substituting

... āw in an irregular seaway using bw = 2 % ° sc ( w ) Bw ( w ) dw ( 22 ) where Sc ( w ) denotes spectral density of the seaway . Substituting

**constant**bw values for time dependent wave drift damping coefficient bw ( t ) in equation ...### What people are saying - Write a review

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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