Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 349
... MEAN -- 8.66 10 20 AMSURGE MAX - 2.46 UNIT - M 30 MIN . S9110211 0.00 -2.50 -5.00 MIN . 10 15 20 26 30 MIN . MEAN -8.66 MAX - 2.02 AMSURGEL UNIT - M S9110211 5.00 2.50 0.00 -2.50 -5.00 5 10 15 20 25 30 MIN . MEAN = 11.37 0.50 0.25 MEAN ...
... MEAN -- 8.66 10 20 AMSURGE MAX - 2.46 UNIT - M 30 MIN . S9110211 0.00 -2.50 -5.00 MIN . 10 15 20 26 30 MIN . MEAN -8.66 MAX - 2.02 AMSURGEL UNIT - M S9110211 5.00 2.50 0.00 -2.50 -5.00 5 10 15 20 25 30 MIN . MEAN = 11.37 0.50 0.25 MEAN ...
Page 351
10.00 MEAN - 8.48 S9111905 MAX - 6.89 $ 9111905 MEAN - 14.30 MAX - 0 . 34 10.00 ( a ) total tension ( a ) total tension 5.00 0.00 -5.00 -10.00 6 T 5.00 0.00 -5.00 10 15 20 26 30 MIN . -10.00 S9111905 MEAN - 6.48 5.00 -2.50 MAX - 2.88 ...
10.00 MEAN - 8.48 S9111905 MAX - 6.89 $ 9111905 MEAN - 14.30 MAX - 0 . 34 10.00 ( a ) total tension ( a ) total tension 5.00 0.00 -5.00 -10.00 6 T 5.00 0.00 -5.00 10 15 20 26 30 MIN . -10.00 S9111905 MEAN - 6.48 5.00 -2.50 MAX - 2.88 ...
Page 637
... Mean Mean - 1 st dev . Mean + 1 st dev . 0.15 0.10 O 0.05 0 00 STRUCTURE : DDF -0.05 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 11 1.2 13 1.4 Frequency . ( rad / sec ) D Inst 09 inst 12 Inst 27 X inst 30 Inst 90 Mean Mean - 1 st dev . Mean + 1 ...
... Mean Mean - 1 st dev . Mean + 1 st dev . 0.15 0.10 O 0.05 0 00 STRUCTURE : DDF -0.05 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 11 1.2 13 1.4 Frequency . ( rad / sec ) D Inst 09 inst 12 Inst 27 X inst 30 Inst 90 Mean Mean - 1 st dev . Mean + 1 ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth