## 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

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Page 202

Thus the later calculation for exi the Monte Carlo

employed . ... is to establish the relationship between eglep and üs for a variety of

ţ and B. WAVE

Thus the later calculation for exi the Monte Carlo

**simulation**technique will beemployed . ... is to establish the relationship between eglep and üs for a variety of

ţ and B. WAVE

**SIMULATION**AND**SIMULATION**STABILITY is**simulated**by eq .Page 205

By contrast , if eglep is calculated from a single

may fall in a wide range . In Fig . 6 , vertical lines represent the range of eglep

according to one hundred individual

calculated ...

By contrast , if eglep is calculated from a single

**simulation**, the possible resultmay fall in a wide range . In Fig . 6 , vertical lines represent the range of eglep

according to one hundred individual

**simulations**. The figure clearly showscalculated ...

Page 585

The use of irregular waves in

is discussed . Different generation techniques are briefly described . Two

fundamentally different approaches are studied in detail : the random realisation

...

The use of irregular waves in

**simulation**of hydrodynamical loads and responsesis discussed . Different generation techniques are briefly described . Two

fundamentally different approaches are studied in detail : the random realisation

...

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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