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

### From inside the book

Results 1-3 of 73

Page 487

we on is of three dimension , the in - line force acting on the cylinder varies along the

we on is of three dimension , the in - line force acting on the cylinder varies along the

**direction**of the axis and the Morison equation should be interpreted as the formula averaged along the**direction**of the longitudinal axis .Page 528

ksine and is the wave Goda , Y. , 1985 , Randon Seas and Design of Maritime Structures , University of Tokyo Press . in which , ki kcos « , k2 propagation

ksine and is the wave Goda , Y. , 1985 , Randon Seas and Design of Maritime Structures , University of Tokyo Press . in which , ki kcos « , k2 propagation

**direction**. Havelock , T.H. , 1940 , " The Pressure of Water Waves upon a fixed ...Page 603

gH2 / 3 gF design wave , current velocity , angle between wave and current and current's

gH2 / 3 gF design wave , current velocity , angle between wave and current and current's

**direction**. This must be calculated case by case as indicated in Reference ( 2 ) . By this way the results would be very different with the des iga ...### What people are saying - Write a review

We haven't found any reviews in the usual places.

### 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

### Other editions - View all

### 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