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 850
... Limit cycle center , 6ft SVWD Limit cycle center , 12ft SVWD ' III 1.3 0.325 0.35 0.375 0.425 0.45 0.475 0.5 0.525 The bifurcation boundaries divide the design space into Regions ( I , II , and III ) of qualitatively different dynamics ...
... Limit cycle center , 6ft SVWD Limit cycle center , 12ft SVWD ' III 1.3 0.325 0.35 0.375 0.425 0.45 0.475 0.5 0.525 The bifurcation boundaries divide the design space into Regions ( I , II , and III ) of qualitatively different dynamics ...
Page 852
... limit cycle around B / B ' . ( b ) With mean drift forces , the same four dynamic behaviors are possible . ( c ) In ... Limit Cycle A 3 Stable A Stable A Limit Cycle B 4 Stable A Limit Cycle A Limit Cycle A Figure 7 / D8 Figure 6 [ 3 ] ...
... limit cycle around B / B ' . ( b ) With mean drift forces , the same four dynamic behaviors are possible . ( c ) In ... Limit Cycle A 3 Stable A Stable A Limit Cycle B 4 Stable A Limit Cycle A Limit Cycle A Figure 7 / D8 Figure 6 [ 3 ] ...
Page 1145
... limit , with a peak of 17.6 ° . It should be noted that the contribution of mean angle ( mainly from steady current ) is 5.3 ° . The telescopic joint stroke is presented in Figure 5 , with a maximum value of 21.2 ft ( single amplitude ) ...
... limit , with a peak of 17.6 ° . It should be noted that the contribution of mean angle ( mainly from steady current ) is 5.3 ° . The telescopic joint stroke is presented in Figure 5 , with a maximum value of 21.2 ft ( single amplitude ) ...
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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