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 820
... period for the open box is about 1.4 times the heave natural period . This is evidence of lighter restoring force for the air cushion structure . There is a monotonic increase in natural period with decreasing underkeel clearance ...
... period for the open box is about 1.4 times the heave natural period . This is evidence of lighter restoring force for the air cushion structure . There is a monotonic increase in natural period with decreasing underkeel clearance ...
Page 1107
... period for irregular waves and T is the wave period for regular waves ) . The data denoted H2 and T2 represent the wave height and period for the second component of bi - chromatic waves , or the significant wave height and peak period ...
... period for irregular waves and T is the wave period for regular waves ) . The data denoted H2 and T2 represent the wave height and period for the second component of bi - chromatic waves , or the significant wave height and peak period ...
Page 1120
... Period for Offset Scenario Glomar Jack Ryan Drillship in the Great Australian Bight ( WD = 4,308 ft ) Hs = 16 ft or ... Period ( seconds ) Figure 7 Effect of Wave Period ( and Heave ) on Rope Slack LMRP Displacement vs. Peak Period for ...
... Period for Offset Scenario Glomar Jack Ryan Drillship in the Great Australian Bight ( WD = 4,308 ft ) Hs = 16 ft or ... Period ( seconds ) Figure 7 Effect of Wave Period ( and Heave ) on Rope Slack LMRP Displacement vs. Peak Period for ...
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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