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 694
... problem is stated as follows . Given the cable's physical properties ( diameter D ( s ) , weight per unit length Y ( s ) and bending stiffness El ( s ) ) , the geometry of the problem ( horizontal top coordinate X ,, vertical top ...
... problem is stated as follows . Given the cable's physical properties ( diameter D ( s ) , weight per unit length Y ( s ) and bending stiffness El ( s ) ) , the geometry of the problem ( horizontal top coordinate X ,, vertical top ...
Page 1156
... problem . The small wave height relative to length approximation implies small wave slopes ; consequently the normal ... problem and the swaying cylinder problem . The first one is that the OWC problem deals with a truncated cylinder ...
... problem . The small wave height relative to length approximation implies small wave slopes ; consequently the normal ... problem and the swaying cylinder problem . The first one is that the OWC problem deals with a truncated cylinder ...
Page 1157
... Problem Since the time dependent potential , free surface function , and internal pressure have the same time dependency , and it is of the form ei , the problem can be re - stated with time independent functions by assuming the ...
... Problem Since the time dependent potential , free surface function , and internal pressure have the same time dependency , and it is of the form ei , the problem can be re - stated with time independent functions by assuming 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