## 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 37

MULTI - STATION CALIBRATION APPROACH Given

coefficients and given an

H. The same equation can be used to

MULTI - STATION CALIBRATION APPROACH Given

**estimates**of the calibrationcoefficients and given an

**estimate**of HD , Equation ( 8 ) can be used to**estimate**H. The same equation can be used to

**estimate**the uncertainty . This one ...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

SPECIAL SESSION HYDRODYNAMICS | 1 |

HYDRODYNAMIC FORCES | 29 |

SECONDORDER EFFECTS | 113 |

Copyright | |

47 other sections not shown

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### Common terms and phrases

acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic incident included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces