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 134
... increase by 26.4 % due to gas compression . A large part of the increase occurs during the 9 second interval between the time the isolation valves close and the LMRP connector releases . So a case with an initial tension of 1000 kips ...
... increase by 26.4 % due to gas compression . A large part of the increase occurs during the 9 second interval between the time the isolation valves close and the LMRP connector releases . So a case with an initial tension of 1000 kips ...
Page 420
... increase AP / FyT2 in normalized static strength due to the stiffeners , plotted against t , / T . The increase in static strength is computed with respect to the static strength of the corresponding unstiffened joint , which is also ...
... increase AP / FyT2 in normalized static strength due to the stiffeners , plotted against t , / T . The increase in static strength is computed with respect to the static strength of the corresponding unstiffened joint , which is also ...
Page 799
... increase of id results in a considerable increase of the wave period distribution asymmetry about the mean period , as can be observed in figure 3. It is noted that as the inter - modal distance increases the mode of the empirical ...
... increase of id results in a considerable increase of the wave period distribution asymmetry about the mean period , as can be observed in figure 3. It is noted that as the inter - modal distance increases the mode of the empirical ...
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