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 847
... AMPLITUDE MOTIONS OF MOORING SYSTEMS DUE TO SLOWLY - VARYING DRIFT Department of Naval Architecture and Marine Engineering - The University of Michigan 2600 Draper Road - Ann Arbor , Michigan , 48109-2145 , U.S.A. 0.4 xp / L Figure 2 ...
... AMPLITUDE MOTIONS OF MOORING SYSTEMS DUE TO SLOWLY - VARYING DRIFT Department of Naval Architecture and Marine Engineering - The University of Michigan 2600 Draper Road - Ann Arbor , Michigan , 48109-2145 , U.S.A. 0.4 xp / L Figure 2 ...
Page 854
... amplitude fluctuation in the limit cycle . When only current and wind are applied the yaw angle amplitude is about 2 ° . It increases to around 28.5 ° when SVWD is added . For Design Point D13 , Figure 12 also shows a case where the ...
... amplitude fluctuation in the limit cycle . When only current and wind are applied the yaw angle amplitude is about 2 ° . It increases to around 28.5 ° when SVWD is added . For Design Point D13 , Figure 12 also shows a case where the ...
Page 997
... amplitude , the maximum mooring line tension in the 100 - year loop / eddy current was designed to satisfy ... amplitude approximately reached 40 % of the spar diameter ( A / D = 0.4 , Figure 5 ) , more than twice the amplitudes ...
... amplitude , the maximum mooring line tension in the 100 - year loop / eddy current was designed to satisfy ... amplitude approximately reached 40 % of the spar diameter ( A / D = 0.4 , Figure 5 ) , more than twice the amplitudes ...
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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