Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 185
... Wave. Proceedings of OMAE'99 : Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. John's ... forces acting on offshore structures are usually calculated by integrating the wave pressures around the structure , where the ...
... Wave. Proceedings of OMAE'99 : Offshore Mechanics and Arctic Engineering July 11-16 , 1999 , St. John's ... forces acting on offshore structures are usually calculated by integrating the wave pressures around the structure , where the ...
Page 187
... Wave heights are 1 - 3 meters , Wave period is 10 seconds , and Diameter of the cylinder is 1 meters . 5 The computational results are shown in Table 1. It can be seen from Table 1 that the ... Wave forces Wave forces Relative without 187 10.
... Wave heights are 1 - 3 meters , Wave period is 10 seconds , and Diameter of the cylinder is 1 meters . 5 The computational results are shown in Table 1. It can be seen from Table 1 that the ... Wave forces Wave forces Relative without 187 10.
Page 188
... Wave forces Wave forces Relative without free surface effect with free surface effect errors ( m ) ( kN ) ( kN ) ( % ) Table 2 Comparison of measured and computed Measure d wave forces wave forces Computed wave forces and relative ...
... Wave forces Wave forces Relative without free surface effect with free surface effect errors ( m ) ( kN ) ( kN ) ( % ) Table 2 Comparison of measured and computed Measure d wave forces wave forces Computed wave forces and relative ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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added mass amplitude analysis applied ASME axial bending boundary conditions buoy buoyancy cable calculated Campos Basin catenary components computed Conference on Offshore configuration connector Copyright cylinder damping diameter direction discrete disk displacement distribution domain drag coefficient droplets dynamic effect equation experimental Fall angle fatigue floating flow fluid force coefficient FPSO free surface free surface effects function height horizontal hydrodynamic in-line length lift force linear load Marine maximum Mechanics and Arctic method model tests module mooring line mooring system node nonlinear obtained Offshore Mechanics oscillation parameters PETROBRAS pile platform plow polyester prediction pressure reefs relative motion response Reynolds number riser ship simulation solution spectrum spheres spray cloud spray density static stiffness surge syntactic foam Table tension tether transfer function turret umbilical cable values velocity velocity potential vertical vessel water depth wave drift wave forces wave frequency wave heading