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 are : x ( s ) = sc z ( s ) = 0 0 ( s ) = 0 M ( s ) = 0 M2 ( 1 ) = 0 b T x ( r ) = X , z ( T ) = ZT ( 2 ) It seems that there are seven boundary conditions and six unknowns . However , s is unknown a priori and so one ...
... boundary conditions are : x ( s ) = sc z ( s ) = 0 0 ( s ) = 0 M ( s ) = 0 M2 ( 1 ) = 0 b T x ( r ) = X , z ( T ) = ZT ( 2 ) It seems that there are seven boundary conditions and six unknowns . However , s is unknown a priori and so one ...
Page 696
... boundary conditions written in Eq . ( 2 ) and Eq . ( 4 ) for the cable model with and without Ideal Cable Integration Scheme S Loop 1 : Find the best value of Fex ( 7 ) to match s + 15 = 17 · Loop 2 : Find the best value of Fef .: ( lr ) ...
... boundary conditions written in Eq . ( 2 ) and Eq . ( 4 ) for the cable model with and without Ideal Cable Integration Scheme S Loop 1 : Find the best value of Fex ( 7 ) to match s + 15 = 17 · Loop 2 : Find the best value of Fef .: ( lr ) ...
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 ...
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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