## 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 617

[ w ] y [ m ] Further , the

m ) H = eG - 2fF + gE 2 ( EG - F2 ) ( 20 ) Figure 3 . EXCERPT OF A MONTE

CARLO SIMULATION OF 3D FIRST ORDER SURFACE ELEVATION AND ...

[ w ] y [ m ] Further , the

**mean**curvature H is given through 0 - 50 O 50 x ( m ) x (m ) H = eG - 2fF + gE 2 ( EG - F2 ) ( 20 ) Figure 3 . EXCERPT OF A MONTE

CARLO SIMULATION OF 3D FIRST ORDER SURFACE ELEVATION AND ...

Page 1043

25 , seltweight - tapered , r = 025 , suction Sig _

932 4 . 932 5 . 932 6 . 932 7 . 932 8 . 932 9 . 932 Radius ( m ) Figure 10 .

Distribution of

25 , seltweight - tapered , r = 025 , suction Sig _

**mean**[ kPa ] - 10 H 2 . 932 3 .932 4 . 932 5 . 932 6 . 932 7 . 932 8 . 932 9 . 932 Radius ( m ) Figure 10 .

Distribution of

**mean**total stress change , Aomean , outside the skirt wall ...Page 1111

The wind speed is denoted Uw while the wind direction is denoted Cw . The

are all significantly affected by wave spreading . Table 5 shows the

...

The wind speed is denoted Uw while the wind direction is denoted Cw . The

**mean**displacement , the low frequency motions and the wave frequency motionsare all significantly affected by wave spreading . Table 5 shows the

**mean**vessel...

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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