## 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 75

So the

Coefficient Cl and Its Main Frequency Based on Eq . 3 and the statistical

calculation of lift force , various lift force coefficients Chi Chizo and CL1 / 10 can

be obtained .

So the

**maximum**resultant force must be represented by Fra / F . a Lift ForceCoefficient Cl and Its Main Frequency Based on Eq . 3 and the statistical

calculation of lift force , various lift force coefficients Chi Chizo and CL1 / 10 can

be obtained .

Page 61

The result for

coefficient , ym , derived from the present analyses in general is less than that of

the NPD regulations . Pretension in this table is allocated to the group of ...

The result for

**maximum**tension is shown in Table 6. It is noted that the materialcoefficient , ym , derived from the present analyses in general is less than that of

the NPD regulations . Pretension in this table is allocated to the group of ...

Page 163

SPECIFICATION OF SIMULATED TYPICAL STORMS + Tide and current only

Period of

energy ( sec ) above mean sea level ( m ) 3 day storm 6 day storm Platform B ...

SPECIFICATION OF SIMULATED TYPICAL STORMS + Tide and current only

Period of

**maximum maximum**crest elevation Significant wave height waveenergy ( sec ) above mean sea level ( m ) 3 day storm 6 day storm Platform B ...

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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