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

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Page 296

First the

for the three seastates. In Fig. 2 the

around the cylinder is depicted for the three seastates. It is readily seen that the ...

First the

**wave height**enhancement at the cylinder (i.e. the run-up) is consideredfor the three seastates. In Fig. 2 the

**wave height**enhancement factor variationaround the cylinder is depicted for the three seastates. It is readily seen that the ...

Page 297

height H5 and corresponding peak periods Tp is fabricated. The

enhancement factors are determined at the position of measurement assuming a

2-D and a 3-D seastate, respectively. The seastates are determined by a JONS ...

height H5 and corresponding peak periods Tp is fabricated. The

**wave height**enhancement factors are determined at the position of measurement assuming a

2-D and a 3-D seastate, respectively. The seastates are determined by a JONS ...

Page 373

The number of annual storms Nlh where the significant

threshold hlh is assumed to be Poisson distributed, and is given by PNihM = (*0 (

14) Assuming that the annual largest significant

The number of annual storms Nlh where the significant

**wave height**exceed thethreshold hlh is assumed to be Poisson distributed, and is given by PNihM = (*0 (

14) Assuming that the annual largest significant

**wave height**appear in the ...### What people are saying - Write a review

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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