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

### From inside the book

Results 1-3 of 78

Page 59

Table 2

composite pipeline vertical cylinder

. 08 F . . ... 29 various lift force

.

Table 2

**ratio**of various values of lift force F . . . . / F11 / F10 ... 88 | 120 - 280composite pipeline vertical cylinder

**ratio**of lift forces to horizontal forces 1 . 22 - 5. 08 F . . ... 29 various lift force

**ratios**do not appear to be related to KC number . 4.

Page 278

ENERGY FLUX AMPLITUDE

ييييييييييييد في لييي 0 . 000 0 . 250 ENERGY FLUX AMPLITUDE

mm 0 . 0 0 . 000 0 . 250 278 - - - - ENERGY FLUX AMPLITUDE

ENERGY FLUX AMPLITUDE

**RATIO**100 ENERGY FLUX AMPUTUDE**RATIO**ييييييييييييد في لييي 0 . 000 0 . 250 ENERGY FLUX AMPLITUDE

**RATIO**mm 0 . 0 0 . 000 0 . 250 278 - - - - ENERGY FLUX AMPLITUDE

**RATIO**0 .Page 279

000 ENERGY FLUX AMPLITUDE

RESPONSE ANALYSIS OF TENSION LEG ... PISTON + UPPER 50 % HINGE

LOWER 25 % PISTON + UPPER 75 % HINGE - - ENERGY FLUX AMPLITUDE

000 ENERGY FLUX AMPLITUDE

**RATIO**0 ENERGY FLUX / FO STOCHASTICRESPONSE ANALYSIS OF TENSION LEG ... PISTON + UPPER 50 % HINGE

LOWER 25 % PISTON + UPPER 75 % HINGE - - ENERGY FLUX AMPLITUDE

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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