## 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 372

Because existing

uniformly distributed , they can be inconvenient for marine applications , where

discrete weights , buoys , and especially fluid drag forces would require multiple

...

Because existing

**cable**elements assume that the forces within an element areuniformly distributed , they can be inconvenient for marine applications , where

discrete weights , buoys , and especially fluid drag forces would require multiple

...

Page 377

REFERENCES Ansari , K.A. , 1980 , ' Mooring with Multicomponent

Systems , ' Journal of Energy Resources Technology , ASME , Vol . 102 , pp . 62-

69 . International Mathematical and Statistical Library , 1987 , User's Manual for

Math ...

REFERENCES Ansari , K.A. , 1980 , ' Mooring with Multicomponent

**Cable**Systems , ' Journal of Energy Resources Technology , ASME , Vol . 102 , pp . 62-

69 . International Mathematical and Statistical Library , 1987 , User's Manual for

Math ...

Page 614

Pattern of Interwire / interlayer Contact Forces Fairly recently ,

manufacturers have offered high density and supposedly impermeable polythene

sheaths for corrosion protection of large diameter

applications .

Pattern of Interwire / interlayer Contact Forces Fairly recently ,

**cable**manufacturers have offered high density and supposedly impermeable polythene

sheaths for corrosion protection of large diameter

**cables**in very deep waterapplications .

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### Contents

HYDRODYNAMIC FORCES | 47 |

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

K S Varyani | 79 |

Copyright | |

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### Common terms and phrases

acting added mass amplitude analysis angle applied array assumed body boundary calculated circular coefficient compared component considered constant corresponding crest cylinder damping defined dependent depth determined direction distribution domain drag drift dynamic effect element 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 ship shown shown in Figure simulation solution spectra spectrum structure surface surge Table theory velocity vertical vessel wave force wave height wind