## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 115

The inertial

drag

combinations of K.C. and reduce velocity , the drag

have ...

The inertial

**coefficient**Cmc , drag**coefficient**of oscillation cdc and the averagedrag

**coefficient**Cdo were measured the test ... It is found that in some specificcombinations of K.C. and reduce velocity , the drag

**coefficient**cdo and cdc mayhave ...

Page 192

4 311 S р u2 cos wet COL Circular Cylinder Plat Plate L ( 11 ) Comparing

Equation ( 11 ) to Equation ( 10 ) , the frequency viscous damping

COL obtained as , loware F Lm 0.04 COL 4 37 PS UP ( 12 ) m where Flm denotes

the ...

4 311 S р u2 cos wet COL Circular Cylinder Plat Plate L ( 11 ) Comparing

Equation ( 11 ) to Equation ( 10 ) , the frequency viscous damping

**coefficients**COL obtained as , loware F Lm 0.04 COL 4 37 PS UP ( 12 ) m where Flm denotes

the ...

Page 194

The

experimental results by the least ... Figure 9 shows that the obtained Co has

similar tendency to the drag

is as ...

The

**coefficients**in the Equation ( 14 ) , aj , a2 and az , were obtained from theexperimental results by the least ... Figure 9 shows that the obtained Co has

similar tendency to the drag

**coefficient**in sinusoidal oscillation and the value of itis as ...

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### Contents

Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |

HYDRODYNAMIC FORCES | 47 |

The Force Coefficients on Inclined Cylinder in Random Wave and Current | 57 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis applied array assumed body boundary calculated circular coefficient compared comparison component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element elevation Engineering equation estimated experimental experiments expressed Figure flow fluid forward speed frequency function given heave horizontal hydrodynamic increase integral irregular length lift force linear load maximum mean measured method mooring motion nonlinear obtained Offshore oscillation parameters period phase pile plate potential predicted present pressure problem radiation range ratio reference regular waves relative respectively response riser second-order ship shown shown in Fig simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind