## 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=01 19, 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=01 19, 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

If the vortex detaches at maximum cylinder amplitude from the outside cylinder

edge, hydrodynamic force opposes ... 5.3 Correlation Length It is well established

that correlation of the lift force increases rapidly for

If the vortex detaches at maximum cylinder amplitude from the outside cylinder

edge, hydrodynamic force opposes ... 5.3 Correlation Length It is well established

that correlation of the lift force increases rapidly for

**oscillating cylinders**, and ...Page 250

86, pp. 185-194 McConell, K. G., Park, Y. S., 1982, "The Response and the Lift-

Force Analysis of an Elastically-Mounted

BOSS 1982, MIT, Cambridge, Massachusetts, pp. 671-680. McGregor, D. M.,

1957, "An ...

86, pp. 185-194 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 ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

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### Common terms and phrases

added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind