## 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 226

0 , shedding on the oscillating cylinder occurs at a lower

stationary cylinder under comparable flow conditions . organization can affect

suggest ...

0 , shedding on the oscillating cylinder occurs at a lower

**frequency**than that of astationary cylinder under comparable flow conditions . organization can affect

**frequency**content and spanwise correlation of the lift force . The data alsosuggest ...

Page 236

It is also likely that these data contain some of the best information on the

amplitude and

experiments generally collect force data for a variety of oscillation

and amplitudes ...

It is also likely that these data contain some of the best information on the

amplitude and

**frequency**dependence of added ... Oscillated cylinderexperiments generally collect force data for a variety of oscillation

**frequencies**and amplitudes ...

Page 238

At

increases or flow velocity decreases , added mass increases to a maximum near

2 . 0 , analogous to the case of a fluid oscillating about a stationary cylinder .

coefficient ...

At

**frequencies**above the lock - in boundary , as either cylinder**frequency**increases or flow velocity decreases , added mass increases to a maximum near

2 . 0 , analogous to the case of a fluid oscillating about a stationary cylinder .

coefficient ...

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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