## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |

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Page 70

5 ) * Pi , max The amount of air entrainment at any particular location is quite

random in nature . It

hence the scale of the experiment . To simulate the prototype situation , a large

scale ...

5 ) * Pi , max The amount of air entrainment at any particular location is quite

random in nature . It

**depends**on the curvature of the foaming wave front andhence the scale of the experiment . To simulate the prototype situation , a large

scale ...

Page 341

Each one of these parameters in turn

etc. Thus , by identifying likely accident sequences , an event tree may be

constructed with pairs of branches corresponding to the probability of success (

i.e. no ...

Each one of these parameters in turn

**depends**on a set of additional parameters ,etc. Thus , by identifying likely accident sequences , an event tree may be

constructed with pairs of branches corresponding to the probability of success (

i.e. no ...

Page 541

From Eq . ( 4 ) and ( 5 ) , the function y ( t ) can be evaluated at any instant of time

to Note that y ( t ) given by » ( t ) = ( M_ ( t ) / RO ) - 1 ( 6 )

n and thus , it

From Eq . ( 4 ) and ( 5 ) , the function y ( t ) can be evaluated at any instant of time

to Note that y ( t ) given by » ( t ) = ( M_ ( t ) / RO ) - 1 ( 6 )

**depends**upon both andn and thus , it

**depends**upon the displacement of the tower at time t . The added ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 1 |

WaveCurrent Force on Horizontal Cylinder | 7 |

DoubleFactor Method for the Linearization of Drag Force | 39 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

added mass amplitude analysis applied approach approximately assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important in-line included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio reference relative reliability represented respectively response second order separation shear ship shown shows simulation solution structure surface Table term tests theory transverse uncertainty variables varying velocity vertical vortex wave force wave height