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 667
... damping for the moored CALM buoy . For moored FPSOS only the low frequency damping contributions from the mooring system are important , while the effect on the wave frequency damping is negligible . The mass of the mooring lines , as ...
... damping for the moored CALM buoy . For moored FPSOS only the low frequency damping contributions from the mooring system are important , while the effect on the wave frequency damping is negligible . The mass of the mooring lines , as ...
Page 811
... damping ratio is falling in between the 3 % and the 10 % damping ratios corresponding to a SCF without and with damping plate , respectively . Since the base of an ESISCF is much large than that of a standard SCF , as far as ESISCF is ...
... damping ratio is falling in between the 3 % and the 10 % damping ratios corresponding to a SCF without and with damping plate , respectively . Since the base of an ESISCF is much large than that of a standard SCF , as far as ESISCF is ...
Page 991
... damping . The damping level implemented in the RIFLEX response model was therefore initially set equal to 1 % . Due to increased damping in water , the damping will be higher during passage of a wave crest . In order to evaluate the ...
... damping . The damping level implemented in the RIFLEX response model was therefore initially set equal to 1 % . Due to increased damping in water , the damping will be higher during passage of a wave crest . In order to evaluate the ...
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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