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 667
... Simulations The simulation model for the quasi - static simulations is based on the fully dynamic coupled model , with the difference that in the quasi - static simulations only the restoring force characteristics of the mooring lines ...
... Simulations The simulation model for the quasi - static simulations is based on the fully dynamic coupled model , with the difference that in the quasi - static simulations only the restoring force characteristics of the mooring lines ...
Page 669
... simulation model are suggested . First of all , the pitch added mass and the wave exciting pitch moment of the CALM ... Simulation Motion To b ( 1 ) b ( 2 ) m 174/77 Model test Coupled simulation Quasi - static simulation 76 7.2 229 ...
... simulation model are suggested . First of all , the pitch added mass and the wave exciting pitch moment of the CALM ... Simulation Motion To b ( 1 ) b ( 2 ) m 174/77 Model test Coupled simulation Quasi - static simulation 76 7.2 229 ...
Page 672
... Simulation Quasi - static Simulation -0.75 -1.00 -- Fully Dynamic Simulation Quasi - static Simulation Time [ s ] Figure 9 - CALM buoy pitch decay plotted time traces 0.10 0.08 0.05 Pitch Motion [ deg ] 0.03 0.00 20 -0.03 -0.05 -0.08 ...
... Simulation Quasi - static Simulation -0.75 -1.00 -- Fully Dynamic Simulation Quasi - static Simulation Time [ s ] Figure 9 - CALM buoy pitch decay plotted time traces 0.10 0.08 0.05 Pitch Motion [ deg ] 0.03 0.00 20 -0.03 -0.05 -0.08 ...
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Common terms and phrases
added mass amplitude analysis angle annulus ASME barge boundary conditions boundary element method British Columbia cable calculated CALM buoy Cantarell field catenary coefficient components computed Conference on Offshore configuration Copyright crane vessel cylinder damping deck developed diameter diffraction direction displacement dynamic effect element equation factor fairlead fatigue damage floating FPSO free surface function heave horizontal hull hydrodynamic iceberg installation interaction jacket joint length limit cycle linear marine maximum Mechanics and Arctic method model tests mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures operation parameters particle Petrobras pile pipe pitch platform potential pressure regular waves response second order semi-submersible shear shear strength ship shown in Figure Spar spectrum Statoil stress surge Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle