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

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Page 319

Note the large variation in these samples - especially for the uppermost part of

the distributions. ... the largest maximum in each simulation portion (extreme

value distribution), and then find the

that will ...

Note the large variation in these samples - especially for the uppermost part of

the distributions. ... the largest maximum in each simulation portion (extreme

value distribution), and then find the

**Weibull distribution**for individual maximathat will ...

Page 73

CONCLUSIONS A discussion has been provided as to the uncertainty associated

with fitting a

particular as results from considering more homogeneous samples, and from

using ...

CONCLUSIONS A discussion has been provided as to the uncertainty associated

with fitting a

**Weibull distribution**to a data set of significant wave heights, inparticular as results from considering more homogeneous samples, and from

using ...

Page 134

The Weibull model parameters are estimated by using the statistical moments

obtained from the samples of maxima for the ... The three-parameter

Weibull ...

The Weibull model parameters are estimated by using the statistical moments

obtained from the samples of maxima for the ... The three-parameter

**Weibull****distribution**is given as: (3) Fx(x) - 1 where u - Weibull location parameter O -Weibull ...

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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