## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 236

case or the first step toward this goal is to understand the of fixed rigid bodies in

case or the first step toward this goal is to understand the of fixed rigid bodies in

**shear**flow . Detailed data to describe this flow are still lacking in the literature , shedding process in**shear**flows . Maull and Young ( 12 ) showed ...Page 238

2 1.2 u / ref 0 1.01 A ulref - 2 0.8 Symbol O , O without

2 1.2 u / ref 0 1.01 A ulref - 2 0.8 Symbol O , O without

**shear**-4 0.6 A , X with**shear**0 ( degrees ) Symbol without**shear**0.4 A with**shear**- 0.2 v / V ref -10 0.0 V / Vref -0.2 - 12 1 1 1 12 0 8 16 0 4 8 12 Y / R Y / R Fig .Page 239

Therefore , the power spectral analysis of the velocity signal is a fairly effective method in finding the shedding frequency and other signal frequency content . or -20 -30 Symbol e ( degrees ) o without

Therefore , the power spectral analysis of the velocity signal is a fairly effective method in finding the shedding frequency and other signal frequency content . or -20 -30 Symbol e ( degrees ) o without

**shear**-40 A with**shear**-50 -60 ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCESI | 1 |

Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |

OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |

Copyright | |

43 other sections not shown

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### Common terms and phrases

acting added amplitude analysis applied approximately assumed body boundary breaker breaking calculated coefficients columns compared comparison component computations considered corresponding cylinder damping density dependence depth derived determined diameter direction distribution domain drag drift force dynamic effects elevation Engineering equation error estimated evaluated excitation experimental experiments expressed field Figure floating flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation panels parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative respectively response shear shown shows simulation solution spectra spectrum structure surface Table tests theory values velocity vertical vortex wave drift wave forces wave height