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 852
... Figure 5 / D4 Figure 5 [ 3 ] / D4 Current ... ... and Mean Wave Drift ... 1 Stable A Stable A Drift Stable A 2 Stable A Stable A Limit Cycle A 3 Stable A Stable A Limit Cycle B 4 Stable A Limit Cycle A Limit Cycle A Figure 7 / D8 Figure ...
... Figure 5 / D4 Figure 5 [ 3 ] / D4 Current ... ... and Mean Wave Drift ... 1 Stable A Stable A Drift Stable A 2 Stable A Stable A Limit Cycle A 3 Stable A Stable A Limit Cycle B 4 Stable A Limit Cycle A Limit Cycle A Figure 7 / D8 Figure ...
Page 853
... figure could not be reproduced with equilibrium B ' ( from MWD forces ) at 27 ° and the new equilibrium ( including the SVWD forces ) at 17 ° , because the system is asymmetric with 0 = 202.5 ° . The mirror images of 28 ° and 18 ° with ...
... figure could not be reproduced with equilibrium B ' ( from MWD forces ) at 27 ° and the new equilibrium ( including the SVWD forces ) at 17 ° , because the system is asymmetric with 0 = 202.5 ° . The mirror images of 28 ° and 18 ° with ...
Page 975
... Figure 9 In Figure 9 , it is presented the response amplitude operator for heave motion . When the height of the duct is increased , the amplitude of the first resonance period increases , too . 2.40 2.20 280 1.80 1.80 148 120 • Ad - 1 ...
... Figure 9 In Figure 9 , it is presented the response amplitude operator for heave motion . When the height of the duct is increased , the amplitude of the first resonance period increases , too . 2.40 2.20 280 1.80 1.80 148 120 • Ad - 1 ...
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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