## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 12

The table 8 gives the mean steepness of the waves for the

the highest third of the

extreme wave. The tables 7 and 8 give an idea of the dependence between the ...

The table 8 gives the mean steepness of the waves for the

**sample**H, = 6.3m, forthe highest third of the

**sample**, for the highest one-tenth and the steepness of theextreme wave. The tables 7 and 8 give an idea of the dependence between the ...

Page 248

Step 2 : Fitting of a 3 parameter Weibull probability distribution to the

maxima distribution by the method of matching statistical moments ( Farnes ,

1989 ) shows that the method leads to slightly conservative estimates , with a

statistical ...

Step 2 : Fitting of a 3 parameter Weibull probability distribution to the

**sample**maxima distribution by the method of matching statistical moments ( Farnes ,

1989 ) shows that the method leads to slightly conservative estimates , with a

statistical ...

Page 367

Consequently , by fitting a distribution to the total

dominated by response amplitudes where non - linear effects do not appear ...

The tail fitting method must , however , never be used on

amplitudes .

Consequently , by fitting a distribution to the total

**sample**, the result will bedominated by response amplitudes where non - linear effects do not appear ...

The tail fitting method must , however , never be used on

**samples**with fewamplitudes .

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### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind