Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 972
... increase of damping forces and the increase of added inertia . Considering the construction limitation , the bilge keel could be transformed into a " structured skirt " . This device makes possible the change of Monocolumn natural ...
... increase of damping forces and the increase of added inertia . Considering the construction limitation , the bilge keel could be transformed into a " structured skirt " . This device makes possible the change of Monocolumn natural ...
Page 1001
... increase as rapidly with offset as for the existing system , resulting in lower mooring line tensions at large offsets , such as those induced by VIM . Both of these solutions could be made to satisfy strength or fatigue requirements ...
... increase as rapidly with offset as for the existing system , resulting in lower mooring line tensions at large offsets , such as those induced by VIM . Both of these solutions could be made to satisfy strength or fatigue requirements ...
Page 1043
... increase in the mean total stress in all cases . The increase at the skirt wall is about 32- 46 % , and the increase is highest for the highest roughness factor and for tapered skirt tips . Penetration by underpressure gives only a ...
... increase in the mean total stress in all cases . The increase at the skirt wall is about 32- 46 % , and the increase is highest for the highest roughness factor and for tapered skirt tips . Penetration by underpressure gives only a ...
Other editions - View all
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