## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 189

... ( AS / o ) Cumulative probability distribution ( exceedance ) of the normalised

stress range POF

intensity modification factor An arbitrary crack size ap Final crack size a Initial

crack size ...

... ( AS / o ) Cumulative probability distribution ( exceedance ) of the normalised

stress range POF

**Probability of failure**POD Probability of detection Y Stressintensity modification factor An arbitrary crack size ap Final crack size a Initial

crack size ...

Page 253

( 6 ) in which a , b distribution parameters r ( • ) - gamma function Prior to

inspection a joint

mean and variance : an a + 1 ( 7a ) Рpo a + b + 2 There are two candidate

approaches for the ...

( 6 ) in which a , b distribution parameters r ( • ) - gamma function Prior to

inspection a joint

**failure probability**, denoted po , has a beta distribution withmean and variance : an a + 1 ( 7a ) Рpo a + b + 2 There are two candidate

approaches for the ...

Page 261

N = Ni - j ) da The

applied to replace the assumed value , if availble . Many random variables , such

as the initiation life , crack size when visible , crack growth rate , error in the ...

N = Ni - j ) da The

**failure probability**in the case is : Pc , ; ( N ) = i 1 ( 13 ) may beapplied to replace the assumed value , if availble . Many random variables , such

as the initiation life , crack size when visible , crack growth rate , error in the ...

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind