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 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 ...
[ 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 _ 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 ...
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
mean displacement , the low frequency motions and the wave frequency motions
are all significantly affected by wave spreading . Table 5 shows the mean vessel
...
The wind speed is denoted Uw while the wind direction is denoted Cw . The
mean displacement , the low frequency motions and the wave frequency motions
are all significantly affected by wave spreading . Table 5 shows the mean vessel
...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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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