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 219
... equation . Taking the divergence of Equations ( 7 ) and ( 8 ) , the Poisson equation for the pressure that rises is given by : + 2 = P ди av * + dx2 dy2 At ax ду ( 9 ) In the above equation , the source term is the error in the continuity ...
... equation . Taking the divergence of Equations ( 7 ) and ( 8 ) , the Poisson equation for the pressure that rises is given by : + 2 = P ди av * + dx2 dy2 At ax ду ( 9 ) In the above equation , the source term is the error in the continuity ...
Page 420
STRENGTH PREDICTION EQUATIONS Sawada's Equation Sawada ( Sawada , 1979 ) proposed that the static strength of stiffened T joints under brace compression can be estimated as the sum of the static strength of the unstiffened joint and the ...
STRENGTH PREDICTION EQUATIONS Sawada's Equation Sawada ( Sawada , 1979 ) proposed that the static strength of stiffened T joints under brace compression can be estimated as the sum of the static strength of the unstiffened joint and the ...
Page 429
... equation and a given data- base is shown in three related plots . For example , Fig . 11 shows the comparison between the OTJRC strength predic- tion equation and the Kumamoto Test Database , with the computed ratio values plotted vs ẞ ...
... equation and a given data- base is shown in three related plots . For example , Fig . 11 shows the comparison between the OTJRC strength predic- tion equation and the Kumamoto Test Database , with the computed ratio values plotted vs ẞ ...
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