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
... motion are solved and not the system of coupled equations of the mooring system lumped mass model . COMPARISSON OF THE MODEL TEST AND SIMULATION RESULTS In the following sections the results of the fully dynamic coupled simulations and ...
... motion are solved and not the system of coupled equations of the mooring system lumped mass model . COMPARISSON OF THE MODEL TEST AND SIMULATION RESULTS In the following sections the results of the fully dynamic coupled simulations and ...
Page 811
... motion a damping ratios i.e. , 5 % is used which are derived from the previous SCF model tests . The 5 % damping ... Motion ( ft ) 15 10 ABB SISCF Max . Offset - WF 0 deg . heading 5 0 10 20 40 30 Significant Wave Height ( FT ) 50 50 Max ...
... motion a damping ratios i.e. , 5 % is used which are derived from the previous SCF model tests . The 5 % damping ... Motion ( ft ) 15 10 ABB SISCF Max . Offset - WF 0 deg . heading 5 0 10 20 40 30 Significant Wave Height ( FT ) 50 50 Max ...
Page 935
... motion becomes very significant . This explains the discrepancies between the predictions and the measurements since no hull submergence effect has been considered in the prediction calculations . 12 8 0 -20 121 0 8 A -40 Roll Motion ...
... motion becomes very significant . This explains the discrepancies between the predictions and the measurements since no hull submergence effect has been considered in the prediction calculations . 12 8 0 -20 121 0 8 A -40 Roll Motion ...
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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