## 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 850

225 220 | 215 • No waves 61 MWD 120 MWD

cycle center , 6R SVWD

WV 185 180 III 175 C .. 170 165 160 155 II 150 145 140 0.325 0.35 0.375 0.4 ...

225 220 | 215 • No waves 61 MWD 120 MWD

**Limit**cycle ampl . , 6h SWWD**Limit**cycle center , 6R SVWD

**Limit**cycle center , 121 SVWD 210 a 205 200 195 190 t .WV 185 180 III 175 C .. 170 165 160 155 II 150 145 140 0.325 0.35 0.375 0.4 ...

Page 852

Varying Wave ( Figure / Design Drift Point ) 1 Stable A Stable A Stable A Figure 5

/ D4 2 Stable A Stable A

Cycle B Figure 7 / D8 4 Stable A

Varying Wave ( Figure / Design Drift Point ) 1 Stable A Stable A Stable A Figure 5

/ D4 2 Stable A Stable A

**Limit**Cycle A Figure 5 [ 3 ] / D4 3 Stable A Stable A**Limit**Cycle B Figure 7 / D8 4 Stable A

**Limit**Cycle A**Limit**Cycle A Figure 6 [ 3 ] / D7 5 ...Page 1145

( UFJ ) ... 1 Year Summer Storm The UFJ angle

the 1 - year summer storm environment with a value of 10.9 ° observed . This

peak ...

**Limiting**Criteria The**limiting**criteria for the hang - off analyses are upper flex joint( UFJ ) ... 1 Year Summer Storm The UFJ angle

**limit**of 9 ° is also exceeded forthe 1 - year summer storm environment with a value of 10.9 ° observed . This

peak ...

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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