## 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 122

COMPARISON OF

COMPARISON OF

**EVALUATED**DATA WITH THEORETICALLY COMPUTED DATA A phase angle associated with a frequency is chosen , uniformly distributed in the range 0 to ...Page 174

FORCE AND MOMENT EVALUATIONS The first order radiation forces & moments and the diffraction forces & moments can be

FORCE AND MOMENT EVALUATIONS The first order radiation forces & moments and the diffraction forces & moments can be

**evaluated**by integrating the Bernoulli ...Page 39

Substituting Eq.31 into Eq . 30 , G ( a ) can be

Substituting Eq.31 into Eq . 30 , G ( a ) can be

**evaluated**. U 1 for R > 0 ( 38 ) 1 / ( 1 - R ) for R < 0 Thus R , and hence U , have an influence only for ...### 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 | |

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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