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

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Page 333

THE MEASUREMENT OF THE BI - FREQUENCY

THE MEASUREMENT OF THE BI - FREQUENCY

**RESPONSE**FUNCTION OF THE DYNAMIC OF MOORING LINE BY RANDOM OSCILLATION EXPERIMENT * Chen Xiaohong and Huang Xianglu Department of Naval Architecture and Ocean Engineering Shanghai Jiao Tong ...Page 350

The pitch spectra show that there is relatively little

The pitch spectra show that there is relatively little

**response**, which is expected for waves with low steepness . 2 . The experimental cases show that while the buoy velocities and accelerations tend to be at higher frequencies than ...Page 135

Figure 4 Sample probability distribution of

Figure 4 Sample probability distribution of

**response**maxima - Base shear . ... P Hs = 15.8 m To = 17.3 sec JONSWAP with varying peakedness parameters 6 hours Storm duration Table 1 shows that the extreme**response**in general is increased ...### 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 | |

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