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
... waves were carried out in this paper . The wave pressures acting on a circular cylinder above the still water level are measured using pressure sensors . The results indicate that the maximum wave pressure occurs near the still water ...
... waves were carried out in this paper . The wave pressures acting on a circular cylinder above the still water level are measured using pressure sensors . The results indicate that the maximum wave pressure occurs near the still water ...
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 224
... wave motion at centreline bow in m extreme value in relative motions in m standard deviation spectral peak period of wave spectrum in s wave period in s water front velocity in dambreaking problem in m / s water particle velocity in ...
... wave motion at centreline bow in m extreme value in relative motions in m standard deviation spectral peak period of wave spectrum in s wave period in s water front velocity in dambreaking problem in m / s water particle velocity in ...
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