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

### From inside the book

Results 1-3 of 97

Page 223

Their data represent mean

at a prescribed

was measured by force transducers, and inertial, added mass, and damping

forces ...

Their data represent mean

**amplitude**values obtained from oscillating cylindersat a prescribed

**amplitude**and frequency in flowing water. Hydrodynamic forcewas measured by force transducers, and inertial, added mass, and damping

forces ...

Page 225

They found that lift coefficient increased from about 0.4 at zero response

decreased to zero at response

model test ...

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-vibrationsmodel test ...

Page 238

The resulting coefficient on force proportional to cylinder acceleration is highly

frequency and

frequency- dependent, but relatively insensitive to

The resulting coefficient on force proportional to cylinder acceleration is highly

frequency and

**amplitude**dependent. • The added mass coefficient is generallyfrequency- dependent, but relatively insensitive to

**amplitude**. There is some ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

7 other sections not shown

### Other editions - View all

### 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