## 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 83

Page 376

... OD 0.70 m In - water

KN Normal Drag Coefficient 1.0 Tangential Drag Coefficient 0.0 = Table 3 Design

parameters for steep wave riser timum solution , the optimality conditions were ...

... OD 0.70 m In - water

**weight**, w / fluid 1.10 kN / m Axial Stiffness , EA 4.0 x 105KN Normal Drag Coefficient 1.0 Tangential Drag Coefficient 0.0 = Table 3 Design

parameters for steep wave riser timum solution , the optimality conditions were ...

Page 430

In the model set - up the lifting of a limit - tensioning

the model equipment from damage due to snagging , as well as to signal

snagging . During the door - only tests the limit

scale ) .

In the model set - up the lifting of a limit - tensioning

**weight**was used to protectthe model equipment from damage due to snagging , as well as to signal

snagging . During the door - only tests the limit

**weight**was 15 kg ( 15 tons full -scale ) .

Page 200

The damage method: be equivalent stress intensity factor range n by the mean

damage method is an average AK with the virtual crack growth increment per

cycle as a

increments ...

The damage method: be equivalent stress intensity factor range n by the mean

damage method is an average AK with the virtual crack growth increment per

cycle as a

**weight**factor for each particular cycle. The virtual crack growthincrements ...

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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 | |

45 other sections not shown

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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