## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 473

P - DETA ' IODS NESS MASS MOMENT , by MOMENT , by

P - DETA ' IODS NESS MASS MOMENT , by MOMENT , by

**RATIO RATIO**external load pilo forcos EFFECT : Mo Mr Mr / Mo soc . ft - k [ kNm ] tt - k ( kNm CASE S1 ...Page 592

The R / t and L / R -

The R / t and L / R -

**ratios**have therefore a pronounced effect on the shape of the interaction curves . AXIAL**RATIO**0.6 0.4 + It should be noted from ...Page 39

In addition to altering the effective stress intensity range , the stress

In addition to altering the effective stress intensity range , the stress

**ratio**R is also observed to have some influence on ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

K S Varyani | 79 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind