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 . 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 . 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 = T = = U u VAN CS2D = spectral peak period of wave spectrum in s wave period in s water front velocity in dambreaking problem in m ...
... wave motion at centreline bow in m = extreme value in relative motions in m || || = standard deviation = T = = U u VAN CS2D = spectral peak period of wave spectrum in s wave period in s water front velocity in dambreaking problem in m ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave