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

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Page 204

In addition, forces and strains measured on moving cylinders include inertia

effects that must be taken into account when ... While this may in fact be true for

much of the oscillated data, it clearly was not true for some of the

In addition, forces and strains measured on moving cylinders include inertia

effects that must be taken into account when ... While this may in fact be true for

much of the oscillated data, it clearly was not true for some of the

**stationary****cylinder**...Page 220

TABLE 4.4 CORRELATION LENGTH DATA FOR

Curve # Authors Low Re High Re ... as a function of location of the reference

point (a stationary point on the cylinder where a pressure transducer was placed,

while ...

TABLE 4.4 CORRELATION LENGTH DATA FOR

**STATIONARY CYLINDERS**Curve # Authors Low Re High Re ... as a function of location of the reference

point (a stationary point on the cylinder where a pressure transducer was placed,

while ...

Page 226

The data also suggest that this phenomenon is frequency-dependent, and will

only occur for certain periodic motions of the cylinder at or near the shedding

frequencies indicated for a

data ...

The data also suggest that this phenomenon is frequency-dependent, and will

only occur for certain periodic motions of the cylinder at or near the shedding

frequencies indicated for a

**stationary cylinder**. Unfortunately, there is very limiteddata ...

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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