## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 67

Then a general

particular

to 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 wayto the zeroth order problem by regarding the particular

**solution**as some kind of ...Page 119

Figure 1 shows the evolution of the

mesh for a coordinate transformation given by equation ( 6 ) with a = 1 . The

converged

0 .

Figure 1 shows the evolution of the

**solution**at Re = 855 for a progressively finermesh for a coordinate transformation given by equation ( 6 ) with a = 1 . The

converged

**solution**is obtained for a grid of 321 x 257 ( r by 0 ) and a time step of0 .

Page 275

The

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

who used directly the consideration that the

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 .### 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 | |

9 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table tower variables velocity wave wind