## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |

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Page 2

Any

variability of sample . In case of extreme statistics , theoretical

confidence intervals of 100 - year return values etc. are available for a limited

number of ...

Any

**estimate**derived from a sample is subject to an error due to statisticalvariability of sample . In case of extreme statistics , theoretical

**estimates**ofconfidence intervals of 100 - year return values etc. are available for a limited

number of ...

Page 168

1 1 two close agreement between the set of results in figure 12 imparts

considerable confidence in the QTF

percentage of ...

1 1 two close agreement between the set of results in figure 12 imparts

considerable confidence in the QTF

**estimates**. ... it is necessary to set the QTF**estimate**to zero when the denominator of equation ( 15 ) falls below a certainpercentage of ...

Page 100

Energy Value 0.6 au , n , and 0.5 0.4 0.31 0.20.1 0.0 0 6 8 10 12 14 16 18 2.1.4

time 4 ...

Energy Value 0.6 au , n , and 0.5 0.4 0.31 0.20.1 0.0 0 6 8 10 12 14 16 18 2.1.4

**Estimation**Technique Stage one As a first ... 1 Generation of energy level**estimates**( a ) Variation of roll angle with time ( b ) Variation of energy level withtime 4 ...

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### Contents

CONTENTS | 131 |

High Frequency Hydrodynamic Damping of a TLP | 147 |

A Comparison of Results | 153 |

Copyright | |

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### Common terms and phrases

acceleration added amplitude analysis angle applied approach approximately assumed body boundary cable calculated coefficients compared components computed considered constant coordinate corresponding cylinder damping depth determined developed diffraction direction displacement distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force free surface frequency function given height hydrodynamic included increase integral length lift force linear load mass maximum mean measured Mechanics method mode mooring motion natural nonlinear obtained Offshore operation oscillation period phase pile platform position potential predicted present pressure problem production range ratio relative represents respectively response second-order separation ship shown shows simulation solution stiffness structure surface surge Table Technology tension tests theory values velocity vertical vessel wave