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 21
... effects on dynamic pressure range . The effect of wave diffraction effects due to the interaction of the ship hull with the wave causes a difference in the dynamic pressure ( and hence dynamic stress ) ranges experienced on either side ...
... effects on dynamic pressure range . The effect of wave diffraction effects due to the interaction of the ship hull with the wave causes a difference in the dynamic pressure ( and hence dynamic stress ) ranges experienced on either side ...
Page 23
... effects on the dynamic pressure ranges in order to asses the significance of the effects . Figure 5.3 shows the comparison of the calculated fatigue damages . Comparison of the t Fatigue damage 13 12 11 09 08 05 09 07 04 03 With ...
... effects on the dynamic pressure ranges in order to asses the significance of the effects . Figure 5.3 shows the comparison of the calculated fatigue damages . Comparison of the t Fatigue damage 13 12 11 09 08 05 09 07 04 03 With ...
Page 71
... effects of eformable sea floor soils on hurricane wave heights at two locations ff the East coast of Mexico . Generally , evaluations of the effects of hallow water on wave heights take into account rigid bottom wave ttenuation ...
... effects of eformable sea floor soils on hurricane wave heights at two locations ff the East coast of Mexico . Generally , evaluations of the effects of hallow water on wave heights take into account rigid bottom wave ttenuation ...
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