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 606
... diameter of structure ( Spar ) , and , T period of structure in the transverse direction . At values of Ur less than 4 almost no VIV occurs . As the frequency of vortex shedding increases with increasing current speed , the vortex ...
... diameter of structure ( Spar ) , and , T period of structure in the transverse direction . At values of Ur less than 4 almost no VIV occurs . As the frequency of vortex shedding increases with increasing current speed , the vortex ...
Page 635
... diameter and a few of the suction tests were performed with a pipe diameter of 219.1 mm , both pipes had a length of four diameters . The test procedures were designed by variation of parameters characterizing the zones in the touchdown ...
... diameter and a few of the suction tests were performed with a pipe diameter of 219.1 mm , both pipes had a length of four diameters . The test procedures were designed by variation of parameters characterizing the zones in the touchdown ...
Page 972
... diameter of the column . The draft of the Monocolumn is approximately 45 m and the diameter is approximately 70 m . MONOCOLUNM HULL In Figure 1 , the Monocolumn system used in this study is presented . nd All studies were made based in ...
... diameter of the column . The draft of the Monocolumn is approximately 45 m and the diameter is approximately 70 m . MONOCOLUNM HULL In Figure 1 , the Monocolumn system used in this study is presented . nd All studies were made based in ...
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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