## 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 363

Estimate the lifetime maximum response , Yo , from a time doma ig sipulation in

the design seastale defined by HS : To From the calculated time history a short -

term probability

Estimate the lifetime maximum response , Yo , from a time doma ig sipulation in

the design seastale defined by HS : To From the calculated time history a short -

term probability

**distribution**must be estimated , and Yo be found from the ...Page 20

In the Base Cases , uncertainties in all the random variables ( except from bias

due to use of hindcast data ) are considered for the first GOM hindcast model

results ( 8 ) . For the Gulf of Mexico , the Extreme - I

wave ...

In the Base Cases , uncertainties in all the random variables ( except from bias

due to use of hindcast data ) are considered for the first GOM hindcast model

results ( 8 ) . For the Gulf of Mexico , the Extreme - I

**distribution**of the maximumwave ...

Page 50

Poisson

noted that , as a special case , when the variances in two component direction

are equal , Eq . ( 2 ) reduces to the Rayleigh

Poisson

**distribution**determined by the mean frequency of upcrossing fz : It isnoted that , as a special case , when the variances in two component direction

are equal , Eq . ( 2 ) reduces to the Rayleigh

**distribution**, as expected . one ...### What people are saying - Write a review

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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 | |

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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