Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 162
... method ( up ) and present method ( down ) . kR = 0.245 , ka = 0.15 . # Comparisons with UiO Experiments Here tests are based on UiO ( University of Oslo ) experimental data reported by Huseby & Grue [ 11 ] . A vertical bottom - mounted ...
... method ( up ) and present method ( down ) . kR = 0.245 , ka = 0.15 . # Comparisons with UiO Experiments Here tests are based on UiO ( University of Oslo ) experimental data reported by Huseby & Grue [ 11 ] . A vertical bottom - mounted ...
Page 271
... Method . Parallel processing is employed to improve the performance of the method . The simulations are carried out in a cluster of Pentium IV computers running the Linux operating system . A master - slave approach via MPI - Message ...
... Method . Parallel processing is employed to improve the performance of the method . The simulations are carried out in a cluster of Pentium IV computers running the Linux operating system . A master - slave approach via MPI - Message ...
Page 447
... methods [ 6-8 ] . As an alternative to surface extrapolation , Battelle has developed a new methodology for computing the structural stress at the weld toe or root [ 9 ] . Rather than rely on surface stresses , the Battelle method is an ...
... methods [ 6-8 ] . As an alternative to surface extrapolation , Battelle has developed a new methodology for computing the structural stress at the weld toe or root [ 9 ] . Rather than rely on surface stresses , the Battelle method is an ...
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Common terms and phrases
amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force