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

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Page 208

(1952) 8.0E+04 8.0E+04 air mean

cycles of lift force 2 Bishop - Hassan (1963) 4.0E+03 1.2E+04 water mean

rigid cylinder, strain gage measurements 3 Bublitz (1971) 9.0E+04 7.5E+05 aif ...

(1952) 8.0E+04 8.0E+04 air mean

**peak**shock tube, uniform flow, few oscillationcycles of lift force 2 Bishop - Hassan (1963) 4.0E+03 1.2E+04 water mean

**peak**rigid cylinder, strain gage measurements 3 Bublitz (1971) 9.0E+04 7.5E+05 aif ...

Page 224

(1968) 8.0E-02 1.5E-01 air

pipe 2 Walshe Data (1962) 0.0E+00 10E-01 air

Vickery - Watkins (1964) 5.0E-02 7.0E-01 water/air

15 4 ...

(1968) 8.0E-02 1.5E-01 air

**peak**cantilever beam, L/D = 13.8, flexible, aluminumpipe 2 Walshe Data (1962) 0.0E+00 10E-01 air

**peak**L/D = 7.8, Re = 1.2E5 3Vickery - Watkins (1964) 5.0E-02 7.0E-01 water/air

**peak**cantilever beam, L/D =15 4 ...

Page 349

The higher frequency to which the response

incident frequency

lower incident frequency for this test. Figure 8a shows the surge displacement ...

The higher frequency to which the response

**peak**shifts is the higher of the twoincident frequency

**peaks**. In fact, there is virtually no surge acceleration at thelower incident frequency for this test. Figure 8a shows the surge displacement ...

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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