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 416
... kips 23.2 27.4 24.3 27.5 27.5 36.6 25.9 29.1 29.5 47.3 36.6 74.1 Measured kips 14.4 13.5 44.3 Predicted kips 19 0 17.3 16.8 13.4 12.9 12.8 17.5 15.7 12.4 10.6 13.9 12.3 Upper SE Guide Load Upper SE Guide Load Measured Predicted kips kips ...
... kips 23.2 27.4 24.3 27.5 27.5 36.6 25.9 29.1 29.5 47.3 36.6 74.1 Measured kips 14.4 13.5 44.3 Predicted kips 19 0 17.3 16.8 13.4 12.9 12.8 17.5 15.7 12.4 10.6 13.9 12.3 Upper SE Guide Load Upper SE Guide Load Measured Predicted kips kips ...
Page 534
... Kips Kips Kips Kips Kips Kips Kips Kips Kips Kips 1 A ' Lower - 1 124 673 141 710 148 566 155 637 162 599 2 B ' Lower - 2 123 661 142 716 150 563 157 569 163 588 3 C ' Lower - 3 122 753 143 721 150 607 155 615 164 634 4 D ' Lower - 4 89 ...
... Kips Kips Kips Kips Kips Kips Kips Kips Kips Kips 1 A ' Lower - 1 124 673 141 710 148 566 155 637 162 599 2 B ' Lower - 2 123 661 142 716 150 563 157 569 163 588 3 C ' Lower - 3 122 753 143 721 150 607 155 615 164 634 4 D ' Lower - 4 89 ...
Page 570
... kip = 0.4536 m . ton ; 1 kip - ft = 0.1383 ton - m ) Draft Flow speed X - Force Y - Force Z - Force X - Moment Y - Moment | Z - Moment feet knots kips kips kips kips.ft kips.ft kips.ft 61 6.4 -414.8 848.3 -1115 -18346 33709 -19403 61 ...
... kip = 0.4536 m . ton ; 1 kip - ft = 0.1383 ton - m ) Draft Flow speed X - Force Y - Force Z - Force X - Moment Y - Moment | Z - Moment feet knots kips kips kips kips.ft kips.ft kips.ft 61 6.4 -414.8 848.3 -1115 -18346 33709 -19403 61 ...
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Common terms and phrases
amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force