Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 616
... Surface elevation field In the Lagrangian approach , surfaces are described through the position of the surface particles , i.e. the particles for which 80. Unlike the Eulerian surfaces , which are explicitly given as n ( x , y , t ) ...
... Surface elevation field In the Lagrangian approach , surfaces are described through the position of the surface particles , i.e. the particles for which 80. Unlike the Eulerian surfaces , which are explicitly given as n ( x , y , t ) ...
Page 718
... surface Sw , the still wall 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 ...
... surface Sw , the still wall 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 ...
Page 922
... 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 ...
... 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 ...
Other editions - View all
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