## 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 102

According to Kokk i novrachos ( 1985 ) , the equations can be uncoupled and

finally , the governing equation for the pore - water pressure is obtained . Can is a

group of coefficients to be

According to Kokk i novrachos ( 1985 ) , the equations can be uncoupled and

finally , the governing equation for the pore - water pressure is obtained . Can is a

group of coefficients to be

**determined**For subdomain I , the solution is Pr ( xoz ) ...Page 107

ABSTRACT The added mass coefficients

shown to be valid also for accelerations associated with small amplitude structure

oscillations in rotational flow , i.e. in real fluids with separated flow . Simple ...

ABSTRACT The added mass coefficients

**determined**for irrotational flow areshown to be valid also for accelerations associated with small amplitude structure

oscillations in rotational flow , i.e. in real fluids with separated flow . Simple ...

Page 451

But in order to calculate * st the extreme value distribution of the annual largest

load effect max xt needs to be

general , the largest annual value of x . Xt is not equal to the value obtained by

using ...

But in order to calculate * st the extreme value distribution of the annual largest

load effect max xt needs to be

**determined**: annum . Pr ( max x t ) = a st ( 5 ) Ingeneral , the largest annual value of x . Xt is not equal to the value obtained by

using ...

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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