## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 210

4 x 105 C , and Co amplitudes are normalized with the corresponding r . m . s .

values At the end of the subcritical

a maximum value near Reynolds numbers around 8x104 , and then decreases ...

4 x 105 C , and Co amplitudes are normalized with the corresponding r . m . s .

values At the end of the subcritical

**range**the lift coefficient starts rising . It attainsa maximum value near Reynolds numbers around 8x104 , and then decreases ...

Page 227

8 3 . 0 3 . 2 The data in Figure 5 . 6 are plotted for two amplitude ratios ( 0 . 1

diameters and 0 . 29 diameters ) . Note that increased amplitude is associated

with a larger lock - in

above ...

8 3 . 0 3 . 2 The data in Figure 5 . 6 are plotted for two amplitude ratios ( 0 . 1

diameters and 0 . 29 diameters ) . Note that increased amplitude is associated

with a larger lock - in

**range**as well as a greater reduction in shedding frequencyabove ...

Page 273

Here FATIGUE DAMAGE The relationship between the number of cycles until

fatigue failure occurs and the corresponding stress

expressed as P . ( v ) : probability , density function of the relative velocity ( u - r )

E ...

Here FATIGUE DAMAGE The relationship between the number of cycles until

fatigue failure occurs and the corresponding stress

**range**S is commonlyexpressed as P . ( v ) : probability , density function of the relative velocity ( u - r )

E ...

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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 | |

9 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding cost crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid frequency function given height hydrodynamic important increase initial inspection installation integration interaction joints length lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear normal obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table tower variables velocity wave wind