## 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 73

ABSTRAC METHOD FOR ANALYSIS

equation for calculating the inline

slender oylinder may be expressed as as Based on linear wave theory , The lift ...

ABSTRAC METHOD FOR ANALYSIS

**Forces**on Slender Members The Morisonequation for calculating the inline

**force**by both wave and current on unit length ofslender oylinder may be expressed as as Based on linear wave theory , The lift ...

Page 75

2 , there is a good relationship between the inertia

number . When KC approximately equals 20 , Co decreases to its minimum value

. To compare with Fig . 1 , in the region of KC > 25 the drag

...

2 , there is a good relationship between the inertia

**force**coefficient C , and KCnumber . When KC approximately equals 20 , Co decreases to its minimum value

. To compare with Fig . 1 , in the region of KC > 25 the drag

**force**is dominant and...

Page 93

two on ABSTRACT The total transver se

side arrangement and the tandem ... Also the ratio of the resultant wave foroe of

in - line

two on ABSTRACT The total transver se

**forces**on each of piles in the side - by -side arrangement and the tandem ... Also the ratio of the resultant wave foroe of

in - line

**force**and transver se**force**to the in - line**force**and the variation of the ...### What people are saying - Write a review

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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