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 : where μ is the dynamic viscosity , Twall is the shear stress , u , is the tangential velocity at the wall ...
... equation . Taking the divergence of Equations ( 7 ) and ( 8 ) , the Poisson equation for the pressure that rises is given by : where μ is the dynamic viscosity , Twall is the shear stress , u , is the tangential velocity at the wall ...
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 components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind