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 644
... range , the results are about the same as those by Range - pair method . A F 1 Cycle L Y ... Ek Em : Average Amplitude Ek : Total Amplitude Fig.7 Zero - up Cross Method 1 cycle Ek7 P2 ( t ) u 2 m 2 P3 ( t ) 23 m 3 Pa - 1 ( t ) Un - 1 Un ...
... range , the results are about the same as those by Range - pair method . A F 1 Cycle L Y ... Ek Em : Average Amplitude Ek : Total Amplitude Fig.7 Zero - up Cross Method 1 cycle Ek7 P2 ( t ) u 2 m 2 P3 ( t ) 23 m 3 Pa - 1 ( t ) Un - 1 Un ...
Page 645
... Range ( MPa ) of the wind and wave damages , as the foundation is directly exposed to the wave load . 60 50 50 40 40 30 Element 1 Element2 Element3 -Element4 ( 11 ) 23rd2-8 10-16 18-20 22 24th0 2 Time 10 Ni ( s ) is calculated by ( 9 ) ...
... Range ( MPa ) of the wind and wave damages , as the foundation is directly exposed to the wave load . 60 50 50 40 40 30 Element 1 Element2 Element3 -Element4 ( 11 ) 23rd2-8 10-16 18-20 22 24th0 2 Time 10 Ni ( s ) is calculated by ( 9 ) ...
Page 1001
... range for the whole range of loop / eddy current speeds at Genesis . Could enhance the capacity of the system for resisting current drag loads . The main problem with this type of solution was that a large number of additional mooring ...
... range for the whole range of loop / eddy current speeds at Genesis . Could enhance the capacity of the system for resisting current drag loads . The main problem with this type of solution was that a large number of additional mooring ...
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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