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

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Page 121

6 Drag (solid line) and lift (dashed line) coefficients for an

Re=855, fc-0.508 fso, fso=0.119, a=0.26. ... The mean drag coefficient has a

minimum value of 1.27 to a maximum value of 1.65 with an oscillation of about +

0.07 ...

6 Drag (solid line) and lift (dashed line) coefficients for an

**oscillating cylinder**atRe=855, fc-0.508 fso, fso=0.119, a=0.26. ... The mean drag coefficient has a

minimum value of 1.27 to a maximum value of 1.65 with an oscillation of about +

0.07 ...

Page 231

For

separation distances, and increases as a ... It is important to note that the

oscillates at or very ...

For

**oscillating cylinders**, the correlation coefficient remains high for largerseparation distances, and increases as a ... It is important to note that the

**oscillating cylinder**data in Figure 5.13 comes from tests where the cylinderoscillates at or very ...

Page 250

McConell, K. G., Park, Y. S., 1982, "The Response and the Lift-Force Analysis of

an Elastically-Mounted

Cambridge, Massachusetts, pp. 671-680. McGregor, D. M., 1957, "An

Experimental ...

McConell, K. G., Park, Y. S., 1982, "The Response and the Lift-Force Analysis of

an Elastically-Mounted

**Cylinder Oscillating**in Still Water." BOSS 1982, MIT,Cambridge, Massachusetts, pp. 671-680. McGregor, D. M., 1957, "An

Experimental ...

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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 assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind