## 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 118

We have dropped the symbol – which

Henceforth , all variables are dimensionless . Thus , the finite - difference form of

equation ( 7 ) becomes where 5 and n are the transformed variables .

We have dropped the symbol – which

**represents**a nondimensional variable .Henceforth , all variables are dimensionless . Thus , the finite - difference form of

equation ( 7 ) becomes where 5 and n are the transformed variables .

Page 236

These data therefore

range from low frequency motion superimposed upon vortex shedding at a

higher frequency , through lock - in , to high frequency motion superimposed on

vortex ...

These data therefore

**represent**a variety of flow and response conditions thatrange from low frequency motion superimposed upon vortex shedding at a

higher frequency , through lock - in , to high frequency motion superimposed on

vortex ...

Page 339

... the response surface models for TLPs can be developed by scaling the

coefficients according to their dimensions . The polynomial models that

response surfaces were modified to

scales ( 0 .

... the response surface models for TLPs can be developed by scaling the

coefficients according to their dimensions . The polynomial models that

**represent**response surfaces were modified to

**represent**the three base platforms at 7scales ( 0 .

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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 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