## 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 6

Distribution Function а b α 3 0.49 FT - I EXAMPLE OF USE OF EMPIRICAL FORMULAS 95 %

Distribution Function а b α 3 0.49 FT - I EXAMPLE OF USE OF EMPIRICAL FORMULAS 95 %

**Limit**5 %**Limit**0.47 N - 0.63 -0.12 N - 0.36 0.72 N - 0 . -0.55 N - 0.45 0.324 F k = 2.5 95 %**Limit**k 3.3 k : 5.0 k = 10.0 0. 73 N- “ .Page 222

S index 8 n * design value , here defined as the most probable 0 ea img = m / " ng ' ' ms = m o index G random

S index 8 n * design value , here defined as the most probable 0 ea img = m / " ng ' ' ms = m o index G random

**limit**state indicator ( safety margin ) the three random numbers M. , Mor W , three design values m , 8 ' index M 8 random ...Page 283

If Cf ( T ) is non - increasing function of time then the upper

If Cf ( T ) is non - increasing function of time then the upper

**limit**in the last line is obtained . The approximation is assumed to be good if n is large . B ( T ) is the generalised reliability index defined by B ( T ) = - • - ' ( PF ...### 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