## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

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Page 36

When n is even ,

speaking , the transmitted wave amplitude is almost 0 and the reflected wave

amplitude is almost \ Ril / 11 ~ 1 except for k ( N2 , N , ) .

close ...

When n is even ,

**figure**2 ( b ) suggests kn / 2 ( N2 ) = k ( N , , n / 2 ) . Roughlyspeaking , the transmitted wave amplitude is almost 0 and the reflected wave

amplitude is almost \ Ril / 11 ~ 1 except for k ( N2 , N , ) .

**Figure**2 suggests aclose ...

Page 384

drag coefficients shown in

coefficients from these four cases ... The resulting lift and drag coefficient histories

from each of the four aspect ratios are shown in

drag coefficients shown in

**Figure**7 showed less variation , and the average dragcoefficients from these four cases ... The resulting lift and drag coefficient histories

from each of the four aspect ratios are shown in

**Figures**6 and 7 , respectively .Page 464

NewWave the horizontal particle velocity of the ... Introducing a directional

spreading to the same seastate forming the Gaussian NewWave shown in

4 , the ...

**Figure**3 . A Stokes 5th order wave surface . Due to the scaling procedure of theNewWave the horizontal particle velocity of the ... Introducing a directional

spreading to the same seastate forming the Gaussian NewWave shown in

**Figure**4 , the ...

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### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |

OMAE2000OSU OFT3005 | 17 |

Copyright | |

86 other sections not shown

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amplitude analysis applied approach ASME assessment assumed bending calculated coefficient compared comparison components computed considered Copyright corresponding cylinder damage damping defined dependent depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated example extreme factor failure fatigue Figure floating fluid forces frequency function given heave horizontal important included increase initial International joint length limit linear load mass maximum mean measured method mode mooring motion nonlinear observed obtained Offshore operations parameters peak performed period pipeline plates platform position predicted present pressure probability problem procedure range ratio reference relative reliability represent respectively response riser risk safety ship shown shows significant simulation soil spectrum standard stiffness strength stress structure surface Table tension tests values variables vertical vessel wave height wind