Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 95
... obtained from laboratory tests are modeled in the implementation . Laboratory results obtained from MIT ( Boston ) studies ( Cauble , 1997 ) and University of Texas ( Austin ) studies ( El- Gharbawy , 1998 ) were used for verifying the ...
... obtained from laboratory tests are modeled in the implementation . Laboratory results obtained from MIT ( Boston ) studies ( Cauble , 1997 ) and University of Texas ( Austin ) studies ( El- Gharbawy , 1998 ) were used for verifying the ...
Page 459
With configurations B and C , the same accuracy is obtained . The error encountered for the three fluid configurations is similar to the error obtained in equivalent redesigns in vacuum presented in [ 2 ] . This suggests that the new ...
With configurations B and C , the same accuracy is obtained . The error encountered for the three fluid configurations is similar to the error obtained in equivalent redesigns in vacuum presented in [ 2 ] . This suggests that the new ...
Page 707
... obtained for the angular spreading ( see figure 9 ) . The wave parameters derived from nautical radars are in good agreement with the available ground truth data . Hs [ m ] Hs [ m ] 10 10 200 400 Norne ( STATOIL ) 360 ( a ) 270 600 800 ...
... obtained for the angular spreading ( see figure 9 ) . The wave parameters derived from nautical radars are in good agreement with the available ground truth data . Hs [ m ] Hs [ m ] 10 10 200 400 Norne ( STATOIL ) 360 ( a ) 270 600 800 ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind