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 429
... shown in more de- tail in Fig . 8 - Fig . 16. A similar detailed comparison for the MSL Screened Test database , which is essentially unchanged by the new results reported here , has been shown in ( Peck- nold , 1998a ) . In each of ...
... shown in more de- tail in Fig . 8 - Fig . 16. A similar detailed comparison for the MSL Screened Test database , which is essentially unchanged by the new results reported here , has been shown in ( Peck- nold , 1998a ) . In each of ...
Page 464
... shown in Figures 3 through 7 correspond to a surface area of 200 x 200 meters . An example of a NewWave wave crest profile is shown in Figure 4. The surface is generated based on a seastate identified by a significant wave height of ...
... shown in Figures 3 through 7 correspond to a surface area of 200 x 200 meters . An example of a NewWave wave crest profile is shown in Figure 4. The surface is generated based on a seastate identified by a significant wave height of ...
Page 856
... shown that the nonlinear interactions among components in deep water breaking waves generated randomly differ significantly from those in which a deterministic breaker is created at a prescribed point by successively generating ...
... shown that the nonlinear interactions among components in deep water breaking waves generated randomly differ significantly from those in which a deterministic breaker is created at a prescribed point by successively generating ...
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