## 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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Xc Xi Xm XR A XR ук Empirical formulas and tables are presented for the mean and the coefficient of variation of the standard deviation of a sample , the standard deviation of return value , and the confidence interval of

Xc Xi Xm XR A XR ук Empirical formulas and tables are presented for the mean and the coefficient of variation of the standard deviation of a sample , the standard deviation of return value , and the confidence interval of

**return period**...Page 5

Shape Par . az No K Vo с R 23 2.3 1.27 1.23 CONFIDENCE INTERVAL OF

Shape Par . az No K Vo с R 23 2.3 1.27 1.23 CONFIDENCE INTERVAL OF

**RETURN PERIOD**k = 2.5 k = 3.33 k = 5.0 k = 10.0 1.9 0.12 0.09 0.07 0.06 0.24 0.36 0.41 0.47 1.34 0.66 0.45 0.34 0.3 0.2 0.1 1.34 35 1.6 1.4 1.Page 354

Such a procedure for the choice of the design

Such a procedure for the choice of the design

**return period**does not lead only to greater uniformity in platform ... laws and of design**return periods**selected for the risk analysis becomes obvious if one carefully examines Figure 3 .### What people are saying - Write a review

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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