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 616
... described through the position of the surface particles , i.e. the particles for which 80. Unlike the Eulerian surfaces , which are explicitly given as n ( x , y , t ) , the Lagrangian ones are described through the para- metric ...
... described through the position of the surface particles , i.e. the particles for which 80. Unlike the Eulerian surfaces , which are explicitly given as n ( x , y , t ) , the Lagrangian ones are described through the para- metric ...
Page 664
... described using linear equations of motion . The wave exciting forces on the CALM buoy and the linear hydrodynamic reaction forces ( added mass and damping ) are based on the results of frequency domain radiation and diffraction ...
... described using linear equations of motion . The wave exciting forces on the CALM buoy and the linear hydrodynamic reaction forces ( added mass and damping ) are based on the results of frequency domain radiation and diffraction ...
Page 982
... described above . It is assumed that flanged stiffeners comply to requirements to compact cross sections . Local buckling of flat bar stiffeners are taken into account by the requirements to torsional buckling of the stiffener as described ...
... described above . It is assumed that flanged stiffeners comply to requirements to compact cross sections . Local buckling of flat bar stiffeners are taken into account by the requirements to torsional buckling of the stiffener as described ...
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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