Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 287
2.0 1.0 0.8 - 1.5 + 5 - DOF Surge 2 - DOF Surge • Exper . Set 1 Exper . Set 2 0.6 5 - DOF Pitch • Exper.Set 1 O Exper.Set 2 • Exper.Set 3 1.0 Pitch ( degrees / m ) 0.4 Surge ( m / m ) OD 0.5 0.2 18 0.0 - 0.0 0.2 0.4 0.6 0.8 1.0 0.0 + ...
2.0 1.0 0.8 - 1.5 + 5 - DOF Surge 2 - DOF Surge • Exper . Set 1 Exper . Set 2 0.6 5 - DOF Pitch • Exper.Set 1 O Exper.Set 2 • Exper.Set 3 1.0 Pitch ( degrees / m ) 0.4 Surge ( m / m ) OD 0.5 0.2 18 0.0 - 0.0 0.2 0.4 0.6 0.8 1.0 0.0 + ...
Page 359
Time histories of surge motion can be transformed inversely from the surge motion spectrum X ( w ) by the Fourier analysis techniques , if the realistic time history data of surge motion is lack . The spectrum density function of surge ...
Time histories of surge motion can be transformed inversely from the surge motion spectrum X ( w ) by the Fourier analysis techniques , if the realistic time history data of surge motion is lack . The spectrum density function of surge ...
Page 360
هي في می گیرد 1.2 2.8 Vessel motion spectrum X ( w ) 0.06 Fourier transfer End of simulation 2 Simulation of vessel surge motion in time - domain Irregular motion of vessel Upper end position of riser Inertia matrices ( M + m Fluid ...
هي في می گیرد 1.2 2.8 Vessel motion spectrum X ( w ) 0.06 Fourier transfer End of simulation 2 Simulation of vessel surge motion in time - domain Irregular motion of vessel Upper end position of riser Inertia matrices ( M + m Fluid ...
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire