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 79
Page 704
... components . The wind force contains a steady component , U ,, and an unsteady component , U ,, due to wind gusts . The wave force contains a steady drift force component , W. , and an unsteady second order slowly varying drift force ...
... components . The wind force contains a steady component , U ,, and an unsteady component , U ,, due to wind gusts . The wave force contains a steady drift force component , W. , and an unsteady second order slowly varying drift force ...
Page 897
... component of earthquake was kept constant in one direction and the direction of wave was changed with multiplies of 30 degrees . In this paper , some of the results for some special cases have been presented in figures 10 up to 15. When ...
... component of earthquake was kept constant in one direction and the direction of wave was changed with multiplies of 30 degrees . In this paper , some of the results for some special cases have been presented in figures 10 up to 15. When ...
Page 1024
... component normal to the riser can be found by first decomposing the current vector into components parallel with , and normal to the riser plane , see bottom sketch in figure 2. The component normal to the riser in the horizontal plane ...
... component normal to the riser can be found by first decomposing the current vector into components parallel with , and normal to the riser plane , see bottom sketch in figure 2. The component normal to the riser in the horizontal plane ...
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