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 897
... direction of wave and earthquake loads to be different so in the second study the direction of the horizontal component of earthquake was kept constant in one direction and the direction of wave was changed with multiplies of 30 degrees ...
... direction of wave and earthquake loads to be different so in the second study the direction of the horizontal component of earthquake was kept constant in one direction and the direction of wave was changed with multiplies of 30 degrees ...
Page 898
... direction 30 60 The direction of longitudinal Component of earthquake 90 in 90 degree and the direction of applied wave is -30 degree , the maximum displacement of platform at node 16 is 19 % more than the maximum displacement of ...
... direction 30 60 The direction of longitudinal Component of earthquake 90 in 90 degree and the direction of applied wave is -30 degree , the maximum displacement of platform at node 16 is 19 % more than the maximum displacement of ...
Page 950
... direction relative to the FLNG . Once these relative directions are fixed , the actual orientation of the FLNG has ... direction . This is consistent with the experience that the wave direction has the greatest influence on the ...
... direction relative to the FLNG . Once these relative directions are fixed , the actual orientation of the FLNG has ... direction . This is consistent with the experience that the wave direction has the greatest influence on the ...
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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