## 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 186

Foron ( kt ) Ragut ) " N ) 2004 Radius )

12000 2000 10000 12000 2000 10000 12060 4000 6000 Lne Softness ( mm )

4000 ...

**Force**Radus He 0.5m**Force**Radu Hs = 1 Om Foto Radus He = 1 5m 16 ! 16 12 !Foron ( kt ) Ragut ) " N ) 2004 Radius )

**Force**( kN ) C. Ca C4 CA 2000 1000012000 2000 10000 12000 2000 10000 12060 4000 6000 Lne Softness ( mm )

4000 ...

Page 524

Scaled - up Y

100 140 220 260 180 Time , s Figure 9 : Time History of Y

Prototype Flood Case The same conclusions may be drawn for the flood case for

the ...

Scaled - up Y

**Force**Full - Scale Y**Force**2000 1600 1200 800 400 s an 0 400100 140 220 260 180 Time , s Figure 9 : Time History of Y

**Forces**for Model andPrototype Flood Case The same conclusions may be drawn for the flood case for

the ...

Page 568

Table 4 : Summary of Mean and Max

42622 42622R 42622 42622R Item Unit Mean Mean Max Max X

tons ) -188 ( -85.3 ) -172 ( -78.0 ) 465 ( 210.9 ) 463 ( 210.0 ) Y

311 ...

Table 4 : Summary of Mean and Max

**Forces**for 61 Ft Draft 9 Knot Flood Run42622 42622R 42622 42622R Item Unit Mean Mean Max Max X

**Force**kips (tons ) -188 ( -85.3 ) -172 ( -78.0 ) 465 ( 210.9 ) 463 ( 210.0 ) Y

**Force**kips ( tons )311 ...

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amplitude analysis applied approach ASME barge caisson calculated coefficients compared comparison computational configuration considered Copyright corresponding coupled cylinder damage damping deck depth determined developed diameter direction displacement distribution domain draft drag dynamic effect element Engineering equation excitation experimental factor fatigue field Figure flow fluid force FPSO frequency function given heave height higher increase installation International jacket kips length limit linear load longitudinal lower maximum mean measured Mechanics method mode mooring motion nonlinear obtained Offshore operation parameters peak performed period pipe platform position predicted presented pressure probability problem production random range ratio relative represent respectively response riser roll shown shows simulation soil solution spudcan steel stiffness stress structure surface Table tension term transverse values vertical vessel vibration wave