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 706
... calculated as a function of time , and the maximum responses are obtained by examining the response time history . The drawback of the time domain approach is that the results of a simulation are not unique and only sample response ...
... calculated as a function of time , and the maximum responses are obtained by examining the response time history . The drawback of the time domain approach is that the results of a simulation are not unique and only sample response ...
Page 1010
... calculated tensions at the chain stopper for line 14 is shown in Figure 10 . Stopper Tension , kips 1250 1000 750 500 250 Ten 14 , Measured Ten 14. Calculated 0 1800 3600 5400 7200 9000 10800 Time ( seconds ) Figure 10 Comparison of ...
... calculated tensions at the chain stopper for line 14 is shown in Figure 10 . Stopper Tension , kips 1250 1000 750 500 250 Ten 14 , Measured Ten 14. Calculated 0 1800 3600 5400 7200 9000 10800 Time ( seconds ) Figure 10 Comparison of ...
Page 1110
... calculated wave frequency vessel surge motions in the irregular wave tests are thus expected to be lower than the measured data . Figure 13 shows the calculated and measured standard deviation of wave frequency vessel motions for Test ...
... calculated wave frequency vessel surge motions in the irregular wave tests are thus expected to be lower than the measured data . Figure 13 shows the calculated and measured standard deviation of wave frequency vessel motions for Test ...
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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