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

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Page 67

Then a general

particular

the zeroth order problem by regarding the particular

Then a general

**solution**is composed by adding homogeneous**solution**to theparticular

**solution**, considering the interaction among cylinders in a similar way tothe zeroth order problem by regarding the particular

**solution**as some kind of ...Page 275

(10e) The

progressive reflected waves. The same result was obtained by Milgram (1965)

who used directly the consideration that the

(10e) The

**solution**of Equation (10) based on energy flux maximization eliminatesprogressive reflected waves. The same result was obtained by Milgram (1965)

who used directly the consideration that the

**solution**have no reflected waves.Page 303

In order to compare the results with linear

are also estimated which are shown in ... It can be seen from Figure 4 and Table

1 that the linear

In order to compare the results with linear

**solution**, the linearized approximationsare also estimated which are shown in ... It can be seen from Figure 4 and Table

1 that the linear

**solutions**can be give reasonable approximation when the ...### 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 | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind