## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 67

T pin = mi = 16+ ,

T pin = mi = 16+ ,

**corresponding**to the terms fu and f , respectively and will be solved separately due to the linearity of the problem . Each of these two problems is solved by first seeking a particular solution which satisfies ...Page 297

... 8.81 9.27 9.04 9.37 9.29 9.04 9.28 8.97 8.77 8.57 8.47 8.65 8.49 8.57 8.54 8.40 8.36 р to obtain the annual maximum value of the undisturbed significant wave height . height H , and

... 8.81 9.27 9.04 9.37 9.29 9.04 9.28 8.97 8.77 8.57 8.47 8.65 8.49 8.57 8.54 8.40 8.36 р to obtain the annual maximum value of the undisturbed significant wave height . height H , and

**corresponding**peak periods T , is fabricated .Page 318

7

7

**corresponding**extremes from the generated and simulated time series are plotted against each other . Specifically , the largest maxima in the time domain simulation will tend to**correspond**to large maxima in the generated time series ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind