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 718
... surface S , surrounding the moving wall surface , and the still water surface S 。. Let n denote the free surface elevation above the still water level , these boundary conditions are given respectively as ( again , at any time t ) ( 2 ) ...
... surface S , surrounding the moving wall surface , and the still water surface S 。. Let n denote the free surface elevation above the still water level , these boundary conditions are given respectively as ( again , at any time t ) ( 2 ) ...
Page 922
... free surface boundary conditions . In general two sets of conditions are invoked at the exact free surface , a kinematic boundary condition , increases , this scheme becomes increasingly elaborate and in- volved . Except for monochromatic , ...
... free surface boundary conditions . In general two sets of conditions are invoked at the exact free surface , a kinematic boundary condition , increases , this scheme becomes increasingly elaborate and in- volved . Except for monochromatic , ...
Page 1075
... free surface is shown in the blue line in Figure 5 to compare with the linearised free surface derived from the experiments . The crest value and the phase of the free surface indicate a perfect match between linearised experimental free ...
... free surface is shown in the blue line in Figure 5 to compare with the linearised free surface derived from the experiments . The crest value and the phase of the free surface indicate a perfect match between linearised experimental free ...
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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