Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 575
... bow quartering , beam and following seas . The effect of design changes , such as number of struts per demihull , hull form , spacing between the two demihulls and the introduction of stabilising fins , on the motions is assessed ...
... bow quartering , beam and following seas . The effect of design changes , such as number of struts per demihull , hull form , spacing between the two demihulls and the introduction of stabilising fins , on the motions is assessed ...
Page 580
... bow quartering , beam and following seas . The effect of fins on the seakeeping is included . Extensive experimental results have been given together with the computational results based on the 3 - D panel method , showing excellent ...
... bow quartering , beam and following seas . The effect of fins on the seakeeping is included . Extensive experimental results have been given together with the computational results based on the 3 - D panel method , showing excellent ...
Page 581
... bow quartering seas 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Non - dim . Frequency Fig 8. SWATHI Model in bow quartering seas Non - dim . Sway Response Non - dim . Non - dim . Roll Response Non - dim . Surge Response Non - dim . Surge ...
... bow quartering seas 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 Non - dim . Frequency Fig 8. SWATHI Model in bow quartering seas Non - dim . Sway Response Non - dim . Non - dim . Roll Response Non - dim . Surge Response Non - dim . Surge ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period