## 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 117

To support this statement we first consider the integrals over the

To support this statement we first consider the integrals over the

**free surface**, and then estimate the principal numerical tasks required in each method . The integrals over the**free surface**Sf are of paramount concern ...Page 122

In all other respects the theory and computations are complete , and free of ad hoc approximations which have limited most previous work on this topic . Most important in this context is the effect of the inhomogeneous

In all other respects the theory and computations are complete , and free of ad hoc approximations which have limited most previous work on this topic . Most important in this context is the effect of the inhomogeneous

**free**-**surface**...Page 284

k , tanh ( k_h ) ( 4.5 ) x ) ( wo k ) ) 2 = n n n = 1 3.7

k , tanh ( k_h ) ( 4.5 ) x ) ( wo k ) ) 2 = n n n = 1 3.7

**Free**-**surface**modifications If the initial elevation corresponds to a mode of the wave tank , with initial amplitude a and wave number k , the solution for the secondorder ...### What people are saying - Write a review

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### Contents

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |

Copyright | |

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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 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