## 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 47

Especially it is noted that the skewness is negative and that at least € 2 terms should be

Especially it is noted that the skewness is negative and that at least € 2 terms should be

**included**in the expansion ( 5 ) . dard deviations of the first order contribution to the velocity u § = u / 1 ; U / 1 ( 8 ) The coefficients Ci ...Page 48

5 + ૬ -5 -2 2 3 -5 -10+ -15 Exact Gaussian El

5 + ૬ -5 -2 2 3 -5 -10+ -15 Exact Gaussian El

**included**€ 2**included**El**included**+ -25 The conclusion which can be drawn from Figs . 3-5 is that the non - linearities in the wave velocities can have a significant effect on extreme load ...Page 125

Summary viscous contributions must be

Summary viscous contributions must be

**included**in the analysis , A time domain simulation method is described to in order to produce satisfactory predictions of the motions and the load responses experienced by the predict the responses ...### 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