## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 150

FIG.4 COMPARISONS BETWEEN MEASURED AND

FIG.4 COMPARISONS BETWEEN MEASURED AND

**COMPUTED**TIME SERIES OF SURGE MOTIONS IN REGULAR WAVE GROUPS ( WmVL78 2.96 ) was 12 are NI ł ( m ) NII + V.D. Cal . NII + V.D. + b wx 8 Exp . wave * 10-2 were The 0 Comparisons Between Calculations ...Page 183

As can be seen , after 4 periods or 144 time steps , the simulated free surface elevations are in very good agreement with the theoretical wave elevations . Comparison of theoretical values with

As can be seen , after 4 periods or 144 time steps , the simulated free surface elevations are in very good agreement with the theoretical wave elevations . Comparison of theoretical values with

**computed**results for different ...Page 293

The finite - difference equation used to

The finite - difference equation used to

**compute**the vertical velocities is OZV - ( T * u ) - , ( 5 ¥ v ) u W at i ... The horizontal pressure gradients are**computed**first in the top layers 6 , Op = g ( * 8x5 ) + TOP 2 glox at i + by ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 1 |

Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |

OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |

Copyright | |

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acting amplitude analysis angle applied approximately assumed body boundary breaker breaking calculated coefficient compared comparison component computed considered corresponding cylinder damping density depend depth determined diameter direction distribution drag drift force dynamic effects elevation energy Engineering equation estimated excitation experimental experiments expressed field Figure flow fluid free surface frequency function given horizontal hydrodynamic increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative Research respectively response second order shear ship shown shows simulation solution spectra spectrum structure surface Table theory values velocity vertical vortex wave drift wave forces wave height wind