## 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 54

The input to the reliability analysis consists of a limit state function , defined such that its value is positive in the safe set of the stochastic

The input to the reliability analysis consists of a limit state function , defined such that its value is positive in the safe set of the stochastic

**variables**, negative in the failure set of the stochastic**variables**, and zero on the ...Page 144

Eq . ( 6 ) can then be rewritten as Pf ( t ) = 1 - Erlexpl - Eglein ( +19 : 1 ) ] ) ; ( 7 ) The first step consists in transforming the random vectors Rand Qinto vectors of non - correlated standard normal

Eq . ( 6 ) can then be rewritten as Pf ( t ) = 1 - Erlexpl - Eglein ( +19 : 1 ) ] ) ; ( 7 ) The first step consists in transforming the random vectors Rand Qinto vectors of non - correlated standard normal

**variable**vectors U , and Ug ...Page 270

Sensitivity 0.8 Inspection of figures 6 shows that the

Sensitivity 0.8 Inspection of figures 6 shows that the

**variables**that contribute most to the reliability are the material yield strength and the two loading**variables**, the still - water and the wave induced moments .### 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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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