## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

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Page 335

response ... unstretched length, Mc =0.0302 kg/m stiffness, EA =3.847E3 N

equivalent diameter,D =0.00222 m =0.45N pretension of mooring line,T The

**EXPERIMENTS**The aim of the model test was to measure the frequencyresponse ... unstretched length, Mc =0.0302 kg/m stiffness, EA =3.847E3 N

equivalent diameter,D =0.00222 m =0.45N pretension of mooring line,T The

**experiment**was ...Page 347

In conjunction with these

were conducted to test the present ability of the KBLDYN computer program to

model buoy responses. This paper considers one particular test from the

In conjunction with these

**experiments**, numerical simulations of selected testswere conducted to test the present ability of the KBLDYN computer program to

model buoy responses. This paper considers one particular test from the

**experiments**...Page 238

U(es,a, 6) E S A 6 FIG 1: DECISION TREE In general, the decision making

problem is to choose an

yielding a random outcomes of possible

by ...

U(es,a, 6) E S A 6 FIG 1: DECISION TREE In general, the decision making

problem is to choose an

**experiment**e from the space of possible**experiments**Eyielding a random outcomes of possible

**experiment**outcomes S that can be usedby ...

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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 | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind