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

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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

The curve is modified in order to take account of the fact that the out of

straightness requirements for columns in Eurocode 3 is 0 . 001 times the

while in the RP 0 . 0015 times the

buckling

The curve is modified in order to take account of the fact that the out of

straightness requirements for columns in Eurocode 3 is 0 . 001 times the

**length**while in the RP 0 . 0015 times the

**length**is assumed . Buckling**length**Thebuckling

**length**is ...### What people are saying - Write a review

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### Common terms and phrases

added amplitude analysis angle applied approach ASME barge bending body boundary cable calculated coefficients combined component computed connection considered Copyright corresponding damage damping deck depth determined developed diffraction direction displacement dynamic effect element Engineering equation factor fatigue field Figure floating force FPSO free surface frequency function given heading heave height horizontal hull iceberg impact increase installation integration interaction International jacket joint length limit linear load mass maximum mean measured Mechanics method model tests mooring mooring lines motion natural nonlinear numerical obtained Offshore operation parameters performed period pile platform position possible potential predicted presented pressure problem range response riser ship shown shows simulation solution Spar stiffness stress structure surface Table tank tension tests values velocity vertical vessel wave wind