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

### From inside the book

Results 1-3 of 81

Page 324

As the wind / wave incoming angle nears 180 , there is a reduction in the total

mooring line force

supports the point that when B = 0.1 there is a limit for the influence of the current

on ...

As the wind / wave incoming angle nears 180 , there is a reduction in the total

mooring line force

**ratio**Y. This reduction is within 0.9 when B < 0.1 . This furthersupports the point that when B = 0.1 there is a limit for the influence of the current

on ...

Page 418

For a given S / D

of the number of piles ( N - mx n ) in the group . 3 . For a given clay soil ( that is ,

given cu ) and the number of piles in the group , the group efficiency decreases ...

For a given S / D

**ratio**and clay , the group efficiency decreases with the increaseof the number of piles ( N - mx n ) in the group . 3 . For a given clay soil ( that is ,

given cu ) and the number of piles in the group , the group efficiency decreases ...

Page 473

DYN . MAX . DYN . P - DETA ' IODS NESS MASS MOMENT , by MOMENT , by

tt - k ( kNm CASE S1 Straight - Pile System 18 1.00 1.00 4,500,000 5,100,000

1.13 ...

DYN . MAX . DYN . P - DETA ' IODS NESS MASS MOMENT , by MOMENT , by

**RATIO RATIO**external load pilo forcos EFFECT : Mo Mr Mr / Mo soc . ft - k [ kNm ]tt - k ( kNm CASE S1 Straight - Pile System 18 1.00 1.00 4,500,000 5,100,000

1.13 ...

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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 | |

45 other sections not shown

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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