## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

### From inside the book

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Page 694

Feliz NOMENCLATURE Cd Drag coefficient Current load per unit

horizontal direction Current load per unit

of the cable El Bending Stiffness of the cable Fest Effective tension in the ...

Feliz NOMENCLATURE Cd Drag coefficient Current load per unit

**length**in thehorizontal direction Current load per unit

**length**in the vertical direction Diameterof the cable El Bending Stiffness of the cable Fest Effective tension in the ...

Page 736

S7 Evolution 100 m 200 Vessel Keel Region Water Surface TDZ

Max Effective Tension ( kN ) 1970 Min Effective Tension ( kN ) - 439 Max regular

TDZ BM ( kN . m ) 580 Max random TDZ BM ( kN . m ) 807 Max Keel BM ( kN . m )

...

S7 Evolution 100 m 200 Vessel Keel Region Water Surface TDZ

**length**( m ) 450Max Effective Tension ( kN ) 1970 Min Effective Tension ( kN ) - 439 Max regular

TDZ BM ( kN . m ) 580 Max random TDZ BM ( kN . m ) 807 Max Keel BM ( kN . m )

...

Page 982

Buckling

that has to be determined by the user of the RP , but for the ... To deal with this

phenomenon the buckling

Buckling

**length**The buckling**length**is in the general case an input parameterthat has to be determined by the user of the RP , but for the ... To deal with this

phenomenon the buckling

**length**is formulated as a function of the lateral load .### What people are saying - Write a review

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### Contents

PART | 595 |

000000000000000000000000000000000000000000 | 605 |

OFFSHORE TECHNOLOGY | 608 |

Copyright | |

29 other sections not shown

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### Common terms and phrases

added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind