## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 128

The coupled analysis of the example TLP leads to the following results : ( i ) The nonlinear

The coupled analysis of the example TLP leads to the following results : ( i ) The nonlinear

**effects**of tether curvature , mass and varying tension analyzed by the coupled platformtether method are important and these nonlinear**effects**...Page 203

FIGURE 3.2 END

FIGURE 3.2 END

**EFFECTS**ON VORTEX SHEDDING FREQUENCY ( GOUDA 1975 ) FIGURE 4.1 LIFT FORCE PICTURE ON STATIONARY ... 10'1010 012 20 LIO mitigate end**effects**for any particular experiment should be understood when using the compiled data .Page 453

with membrane ettect PIPO P. 1.21 1.0 without membrane

with membrane ettect PIPO P. 1.21 1.0 without membrane

**effect**Whending**effects**only ) Eq | 1 1.0 on Fig . 8. Beam deformation . Longitudinal stiffener . Fig . 9. Force- deformation curve for a longitudinal stiffener , showing the ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind