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 695
... boundary conditions and six unknowns . However , s is unknown a priori and so one has , in fact , seven unknowns and seven boundary conditions . C THE TWO - DIMENSIONAL STATIC PROBLEM OF AN IDEAL CABLE Now , the two - dimensional static ...
... boundary conditions and six unknowns . However , s is unknown a priori and so one has , in fact , seven unknowns and seven boundary conditions . C THE TWO - DIMENSIONAL STATIC PROBLEM OF AN IDEAL CABLE Now , the two - dimensional static ...
Page 718
... boundary conditions on the impermeable tank bottom Sp , the moving wall 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 ...
... boundary conditions on the impermeable tank bottom Sp , the moving wall 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 ...
Page 755
... boundary element method . The main advantage of the direct boundary element method is the fact that one can determine the total velocity potential directly . Direct BEM is more versatile and computationally more efficient than indirect ...
... boundary element method . The main advantage of the direct boundary element method is the fact that one can determine the total velocity potential directly . Direct BEM is more versatile and computationally more efficient than indirect ...
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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