Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 35
Page 693
... cable model . However , such a model cannot deal with all the boundary conditions , as for an ideal cable there is no continuity of curvature at the touchdown point , at the top and at the points where there is change in the submerged ...
... cable model . However , such a model cannot deal with all the boundary conditions , as for an ideal cable there is no continuity of curvature at the touchdown point , at the top and at the points where there is change in the submerged ...
Page 694
... cable Bending Stiffness of the cable Effective tension in the vertical direction D ΕΙ Felix ef.x Effective tension in the horizontal direction F ef.z g Gravity acceleration h Water depth Total length of the cable ī M b S Sc S V Current ...
... cable Bending Stiffness of the cable Effective tension in the vertical direction D ΕΙ Felix ef.x Effective tension in the horizontal direction F ef.z g Gravity acceleration h Water depth Total length of the cable ī M b S Sc S V Current ...
Page 696
... cable where 0 < s < ī and the superscript " + " stands for the portion of the cable where < s < l ,. Also , I is the point immediately at the left of I and it is the point immediately at the right of Ī . NUMERICAL INTEGRATION OF THE ...
... cable where 0 < s < ī and the superscript " + " stands for the portion of the cable where < s < l ,. Also , I is the point immediately at the left of I and it is the point immediately at the right of Ī . NUMERICAL INTEGRATION OF THE ...
Other editions - View all
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