## 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 223

3

oscillations of rigidly - mounted short cylinders , showed a high drop of the lift

coefficient in a relatively small Reynolds number range , 4x103 - 1 . 1x104 . Their

data ...

3

**Amplitude**Dependence by Bishop et . al . ( 1964 ) , ( curve 48 ] forced -oscillations of rigidly - mounted short cylinders , showed a high drop of the lift

coefficient in a relatively small Reynolds number range , 4x103 - 1 . 1x104 . Their

data ...

Page 225

They found that lift coefficient increased from about 0 . 4 at zero response

decreased to zero at response

vibrations model ...

They found that lift coefficient increased from about 0 . 4 at zero response

**amplitude**to about 0 . 5 at response**amplitude**of 40 % of diameter , and thendecreased to zero at response

**amplitude**of 150 % of diameter . Forced -vibrations model ...

Page 238

0 , analogous to the case of a fluid oscillating about a stationary cylinder .

coefficient is very dependent on

frequency outside of the lock - in range . It also seems that dependence on

0 , analogous to the case of a fluid oscillating about a stationary cylinder .

coefficient is very dependent on

**amplitude**, and somewhat less sensitive tofrequency outside of the lock - in range . It also seems that dependence on

**amplitude**is ...### 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 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