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 686
... computed considering lateral stiffness of the structural bays or pile foundation . The degrees of freedoms are considered at the seabed , horizontal elevations of the jacket and the center of gravity of the topside . Lumped masses are ...
... computed considering lateral stiffness of the structural bays or pile foundation . The degrees of freedoms are considered at the seabed , horizontal elevations of the jacket and the center of gravity of the topside . Lumped masses are ...
Page 811
... computed for the sea states in the Gulf of Mexico . The response amplitude operators ( RAOs ) for surge and heave motions in the range of wave period from 4-38 seconds are shown in Figure 4-1 and 4-2 . In predicting maximum heave motion ...
... computed for the sea states in the Gulf of Mexico . The response amplitude operators ( RAOs ) for surge and heave motions in the range of wave period from 4-38 seconds are shown in Figure 4-1 and 4-2 . In predicting maximum heave motion ...
Page 1049
... computed and measured wave pattern for F = 0.267 B = F∞ ( L / g ) 12 Fig.7.1 Heave added mass coefficient at F Song ... computed and shown in Fig.4 . This wave pattern has been compared with the model test results measured by Song ...
... computed and measured wave pattern for F = 0.267 B = F∞ ( L / g ) 12 Fig.7.1 Heave added mass coefficient at F Song ... computed and shown in Fig.4 . This wave pattern has been compared with the model test results measured by Song ...
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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