## 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 105

This method was first introduced by G Green function Longuet - Higgins and

Cokelet ( 1976 ) in solving the propagation of H Wave height of the

space - periodic irrotational surface waves , then improved by Faltinsen Wave ...

This method was first introduced by G Green function Longuet - Higgins and

Cokelet ( 1976 ) in solving the propagation of H Wave height of the

**incident**wavespace - periodic irrotational surface waves , then improved by Faltinsen Wave ...

Page 131

integral of the

interaction kernels . In view of this , an exact analytical integration appears

unlikely . Therefore , approximate numerical methods are utilized to evaluate the

integral .

integral of the

**incident**wave spectrum and highly oscillatory wavewaveinteraction kernels . In view of this , an exact analytical integration appears

unlikely . Therefore , approximate numerical methods are utilized to evaluate the

integral .

Page 212

-HYX + T ) + 5 ° ( x - ) By considering the component of the zero - th order of the

and pros a re the zero - th order reflection and transmission coefficients , and ...

-HYX + T ) + 5 ° ( x - ) By considering the component of the zero - th order of the

**incident**cnoidal wa ves ( 4 ) and ( 5 ) , we may suppose that ( 33 ) ( 34 ) where f "and pros a re the zero - th order reflection and transmission coefficients , and ...

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

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 incident 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