## 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 255

ABSTRACT a r = In this work , a numerical technique based on a

ABSTRACT a r = In this work , a numerical technique based on a

**boundary**element method is developed to determine the nonlinear interaction between solitary ...Page 256

towards the downstream

towards the downstream

**boundary**Sci . ñ represents the normal vector on the**boundaries**pointing out of the fluid . Sei and SB2 represent the rigid**boundary**...Page 257

The Fredholm integral equation of the second kind given by Eq . ( 12 ) be solved by discretizing the

The Fredholm integral equation of the second kind given by Eq . ( 12 ) be solved by discretizing the

**boundary**into elements with nodal points at the ends of ...### 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