## 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 316

long time series of either waves or

must be found by interpolation in the

Linear interpolation was used in the present work . Random phase angles are ...

long time series of either waves or

**response**, values for intermediate frequenciesmust be found by interpolation in the

**response**transfer function and spectrum .Linear interpolation was used in the present work . Random phase angles are ...

Page 333

THE MEASUREMENT OF THE BI - FREQUENCY

THE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT *

Chen Xiaohong and Huang Xianglu Department of Naval Architecture and

Ocean ...

THE MEASUREMENT OF THE BI - FREQUENCY

**RESPONSE**FUNCTION OFTHE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT *

Chen Xiaohong and Huang Xianglu Department of Naval Architecture and

Ocean ...

Page 350

The heave displacement autospectrum show that the amplitude of the buoy

motion is almost identical to that of the incident waves . The pitch spectra show

that there is relatively little

steepness .

The heave displacement autospectrum show that the amplitude of the buoy

motion is almost identical to that of the incident waves . The pitch spectra show

that there is relatively little

**response**, which is expected for waves with lowsteepness .

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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