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 668
... predicted by both the dynamic simulations and the quasi - static simulations . This can be observed in the pitch statistics , the plotted time traces and the pitch motion RAOS . The over prediction may be a result of the observed ...
... predicted by both the dynamic simulations and the quasi - static simulations . This can be observed in the pitch statistics , the plotted time traces and the pitch motion RAOS . The over prediction may be a result of the observed ...
Page 997
... predicted on the basis of model tests executed in late 1995 to be 17 % of the diameter of the spar ( A / D = 0.17 ) ... predicted during the project design phase . Two other events with VIM amplitudes larger that the design prediction also ...
... predicted on the basis of model tests executed in late 1995 to be 17 % of the diameter of the spar ( A / D = 0.17 ) ... predicted during the project design phase . Two other events with VIM amplitudes larger that the design prediction also ...
Page 1179
... Predicted by Different Schemes . All Normalized by the Maximum Damage Before Spreading . Table 1. Maximum Predicted Damage Normalized by the Maximum First Order Only Damage Caused by Eight Seastates . Damage Resulting From Max ...
... Predicted by Different Schemes . All Normalized by the Maximum Damage Before Spreading . Table 1. Maximum Predicted Damage Normalized by the Maximum First Order Only Damage Caused by Eight Seastates . Damage Resulting From Max ...
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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