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

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Page 210

Scatter of the data reported within this range is substantial .

Scatter of the data reported within this range is substantial .

**Maximum**rms coefficient varies from 0.4 ( curve 19 ) to 1.3 ( cross - hatched area 42 ) . Note that data in curve 42 includes stationary and oscillating cylinder data .Page 343

In order to implement computationally this procedure ( " Design " program ) some assumptions were adopted as follows : reference pre - tension ( the lowest value ) that comply with the requirement concerning the

In order to implement computationally this procedure ( " Design " program ) some assumptions were adopted as follows : reference pre - tension ( the lowest value ) that comply with the requirement concerning the

**maximum**offset for a ...Page 373

( 14 ) the distribution function of the annual largest significant wave height H , may be written as

( 14 ) the distribution function of the annual largest significant wave height H , may be written as

**maximum**annual wave height is estimated to 17.2 m , the COV is estimated to 0.11 and the 100 - years wave height , i.e the expected ...### 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 | |

17 other sections not shown

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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 Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind