## 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 51

CONCLUSIONS The basic idea in the

decompose waves into a number of frequency narrow - banded components ,

which have simpler relation with the second - order effects . The quadratic

transformation ...

CONCLUSIONS The basic idea in the

**present**simulation method is todecompose waves into a number of frequency narrow - banded components ,

which have simpler relation with the second - order effects . The quadratic

transformation ...

Page 97

6 Comparison of steady drift forces calculated by momentum theory and

method on a moored body for K22 = 0 tf / m Fig . 3 Intersection of free surface and

body surface 2 . 0 - Momentum theory - - - X2 / 20 •

6 Comparison of steady drift forces calculated by momentum theory and

**present**method on a moored body for K22 = 0 tf / m Fig . 3 Intersection of free surface and

body surface 2 . 0 - Momentum theory - - - X2 / 20 •

**Present**method K22 = 40 t ...Page 181

Figure 4 shows the effect of discount rate on the

Increasing the discount rate can be used as a means of accounting for the level

of uncertainty associated with a project ( i . e . , risk adjustment ) . It has the same

effect ...

Figure 4 shows the effect of discount rate on the

**present**value of reserves .Increasing the discount rate can be used as a means of accounting for the level

of uncertainty associated with a project ( i . e . , risk adjustment ) . It has the same

effect ...

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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 | |

25 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 variables velocity wave wind