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 637
... displacement curve for test H05 is shown in Figure 7 . 3 2.5 2 Test h05 : Pull 2 , Load : 98.1 [ N ] ; Load displacement curve Force Trench middle Trench minimum Max hor . force Asym . force -0.5 -10 -8 -6 4 -2 0 2 Dimensionless force ...
... displacement curve for test H05 is shown in Figure 7 . 3 2.5 2 Test h05 : Pull 2 , Load : 98.1 [ N ] ; Load displacement curve Force Trench middle Trench minimum Max hor . force Asym . force -0.5 -10 -8 -6 4 -2 0 2 Dimensionless force ...
Page 897
... displacement for earthquake load alone is more than the displacement for the combination of earthquake and wave loads . Regarding to the random features of sea waves , since it is possible that the direction of wave and earthquake loads ...
... displacement for earthquake load alone is more than the displacement for the combination of earthquake and wave loads . Regarding to the random features of sea waves , since it is possible that the direction of wave and earthquake loads ...
Page 958
... displacement ( and also for consolidation time and pull speed ) . They are accordingly expected to be applicable for ... displacement curve Force > Key points Approx . 0 -2 -1 0 2 Horizontal displacement from trench wall [ - ] 1 3 Figure ...
... displacement ( and also for consolidation time and pull speed ) . They are accordingly expected to be applicable for ... displacement curve Force > Key points Approx . 0 -2 -1 0 2 Horizontal displacement from trench wall [ - ] 1 3 Figure ...
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added mass amplitude analysis angle annulus ASME barge bending moment 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 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 Table tank tension values velocity velocity potential vertical vessel water depth wave height wave loads wavemaker weight wind Yaw Angle