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 778
... function covering an infinite area , such as a Gaussian function , the current function needs less memory and computation time . The kernel function is infinity at r = 0. This is good for numerical stability in the model of ...
... function covering an infinite area , such as a Gaussian function , the current function needs less memory and computation time . The kernel function is infinity at r = 0. This is good for numerical stability in the model of ...
Page 886
... function will be inadequate . If the extra stiffness is constant , it can be added to K in ( 3 ) , and ( 4 ) will still apply . Constant extra damping can be handled analogously . If , on the other side , the extra forces are nonlinear ...
... function will be inadequate . If the extra stiffness is constant , it can be added to K in ( 3 ) , and ( 4 ) will still apply . Constant extra damping can be handled analogously . If , on the other side , the extra forces are nonlinear ...
Page 887
... function will depend on how far the damping function is extended to the right , as the time spacing is inversely proportional to the highest frequency . Finally , the function must be given for a sufficiently large number of equidistant ...
... function will depend on how far the damping function is extended to the right , as the time spacing is inversely proportional to the highest frequency . Finally , the function must be given for a sufficiently large number of equidistant ...
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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