## 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

00

due to the linearity of the problem . Each of these iwo problems is solved by first

seeking a particular solution which satisfies

...

00

**corresponding**to the terms f , and f , respectively and will be solved separatelydue to the linearity of the problem . Each of these iwo problems is solved by first

seeking a particular solution which satisfies

**corresponding**inhomogeneous free...

Page 297

36 to obtain the annual maximum value of the undisturbed significant wave

height . height H , and

height enhancement factors are determined at the position of measurement

assuming a ...

36 to obtain the annual maximum value of the undisturbed significant wave

height . height H , and

**corresponding**peak periods T , is fabricated . The waveheight enhancement factors are determined at the position of measurement

assuming a ...

Page 318

7

plotted against each other . Specifically , the largest maxima in the time domain

simulation will tend to

7

**corresponding**extremes from the generated and simulated time series areplotted 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 | |

25 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 variables velocity wave wind