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 643
... assumed to be 5 % for blades / nacelle considering wind force damping at blades and also 5 % for foundation considering hydrostatic damping / soil dampimg . For two masses of tower , 0.2 % is assumed as usually assumed for the steel ...
... assumed to be 5 % for blades / nacelle considering wind force damping at blades and also 5 % for foundation considering hydrostatic damping / soil dampimg . For two masses of tower , 0.2 % is assumed as usually assumed for the steel ...
Page 756
... assumed to be a linear superposition of the following sub - problems : ( i ) the incident waves encountered by the ... assumed to oscillate sinusoidally in previously calm water . This is known as the " Radiation Problem “ . Assuming ...
... assumed to be a linear superposition of the following sub - problems : ( i ) the incident waves encountered by the ... assumed to oscillate sinusoidally in previously calm water . This is known as the " Radiation Problem “ . Assuming ...
Page 965
... assumed to be damaged , and the damage shall be assumed in the exposed portions of the columns , underwater hulls and braces " . In column stabilized units criteria , the horizontal extent of the damage should be considered as 1/8 ( one ...
... assumed to be damaged , and the damage shall be assumed in the exposed portions of the columns , underwater hulls and braces " . In column stabilized units criteria , the horizontal extent of the damage should be considered as 1/8 ( one ...
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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