## 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 1

Xc Xi Xm XR A XR ук Empirical formulas and tables are presented for the mean

and the coefficient of variation of the

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 4

The

value , because of the effect of sample size . Gumbel ( 1958 ) published a table

for the correction of o , for the FT- I distribution for the purpose of parameter ...

The

**standard**deviation of a sample is always smaller than the above ensemblevalue , because of the effect of sample size . Gumbel ( 1958 ) published a table

for the correction of o , for the FT- I distribution for the purpose of parameter ...

Page 244

Period Average barometric pressure equivalent hydrostatic head ( m ) All

computed

are less than 0.37 cm . For the barometric constituents this is 0.44 cm . We

computed ...

Period Average barometric pressure equivalent hydrostatic head ( m ) All

computed

**standard**error levels ( Table 4 ) of the tidal constituents listed in table 5are less than 0.37 cm . For the barometric constituents this is 0.44 cm . We

computed ...

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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