## 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 50

0m 25m MWL I CONCLUSIONS The paper has demonstrated how a statistical second - order wave theory can be

0m 25m MWL I CONCLUSIONS The paper has demonstrated how a statistical second - order wave theory can be

**applied**in an analysis of offshore structures using Morison ' s formula . 35m 25 m It is found that the non - Gaussian behaviour of ...Page 471

... between neighbouring maxima , good agreement with the simulation results is obtained . Mason , A.B. and Iwan , W.D. , 1983. “ An Approach to First Passage Problem in Random Vibration " , Journal of

... between neighbouring maxima , good agreement with the simulation results is obtained . Mason , A.B. and Iwan , W.D. , 1983. “ An Approach to First Passage Problem in Random Vibration " , Journal of

**Applied**Mechanics , Vol .Page 766

Speckle method can be

Speckle method can be

**applied**to both elastic and elasto - plastic analyses . dyz R 8y = TR2FX sino uz + ( 27 ) o + cos u . + JR2 + x coso um coso u op - TR2Fkc3 cose us + R2 + X CONCLUSIONS + sino u . - xo = sino uw R2 + x .### 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