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

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Page 211

Some of the lower maximum lift coefficient

an early transition of this type during the tests. After the transition, CL remains

approximately constant. Most of the data in this regime have been produced from

...

Some of the lower maximum lift coefficient

**values**reported could be affected byan early transition of this type during the tests. After the transition, CL remains

approximately constant. Most of the data in this regime have been produced from

...

Page 358

The fourth order smoothing distributions are: = (g D)(u) j -W]{u) (23) The

u' and v' in momentum equations are updated as follows : w u, = tij "; + Aui „(-) (24

) The fourth-order difference terms of u and v are added to stabilize the solution ...

The fourth order smoothing distributions are: = (g D)(u) j -W]{u) (23) The

**values**ofu' and v' in momentum equations are updated as follows : w u, = tij "; + Aui „(-) (24

) The fourth-order difference terms of u and v are added to stabilize the solution ...

Page 59

by <J> , the distribution function of the annual largest storm can be deduced from

the storm model given by Eq.(l ), i.e.: Fw-,(A) = exp (7) Alternatively, the annual

extreme

by <J> , the distribution function of the annual largest storm can be deduced from

the storm model given by Eq.(l ), i.e.: Fw-,(A) = exp (7) Alternatively, the annual

extreme

**value**distribution for can be approached directly. Under rather general ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

HYDRODYNAMIC FORCES | 45 |

COMPUTATIONAL HYDRODYNAMICS | 91 |

Copyright | |

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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