## 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 91

This design procedure is relatively cheap and simple to execute , which gives it

an important advantage over the probabilistic analysis , discussed next . process

, each storm simulation produces a different

...

This design procedure is relatively cheap and simple to execute , which gives it

an important advantage over the probabilistic analysis , discussed next . process

, each storm simulation produces a different

**extreme**response . At least 20 three...

Page 92

3

Two characteristics can be identified from this figure . First , the response peaks

coincide well with the wave peaks and have a phase difference of not more than

1-2 ...

3

**Extreme**member forces against member forces under**extreme**base shearsTwo characteristics can be identified from this figure . First , the response peaks

coincide well with the wave peaks and have a phase difference of not more than

1-2 ...

Page 469

Of course , one cannot expect equation ( 201 to give anything but a crude

estimate of

correlation on

pertinent ...

Of course , one cannot expect equation ( 201 to give anything but a crude

estimate of

**extreme**slow - drift response as expressed by equation ( 17 ) .correlation on

**extreme**value estimates for Gaussian processes is studied . Thepertinent ...

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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