## 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 181

One method presents a complete solution for the second - order

One method presents a complete solution for the second - order

**hydrodynamic**loads on the cylinder array via a numerical integration over the mean fluid free - surface . The other method is based on a large spacing approximation between ...Page 199

TIME DOMAIN SIMULATION OF SLOW DRIFT MOTION OF A MOORED FLOATING STRUCTURE IN IRREGULAR WAVES INCLUDING TIME VARYING SLOW MOTION

TIME DOMAIN SIMULATION OF SLOW DRIFT MOTION OF A MOORED FLOATING STRUCTURE IN IRREGULAR WAVES INCLUDING TIME VARYING SLOW MOTION

**HYDRODYNAMIC**FORCES T. Kinoshita and K. Takaiwa Institute of Industrial Science University of Tokyo Tokyo ...Page 216

( m ) u = 0 Total

( m ) u = 0 Total

**Hydrodynamic**Surge Force Details of derivation of these**hydrodynamic**force and moment equations are given in Ref.5 . m Σια ... ( m ) ( 19 ) Total**Hydrodynamic**Heave Force m b = Ž [ a2F1 + 022F2x + Q2373 am ] i = 1 i .### 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