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 581
... Potential Inc. Viscous 0.6 0.4 0.2- Non - dim . Heave Response 2.5- Measured Potential O --- Inc. Viscous 2.0 1.5 1.0- 0.5- Non - dim . Pitch Response 5.0 Measured Potential Inc. Viscous 4.0- 3.0 2.0 1.0- 0.0 0.0 0.0 + 0.0 0.5 1.0 1.5 ...
... Potential Inc. Viscous 0.6 0.4 0.2- Non - dim . Heave Response 2.5- Measured Potential O --- Inc. Viscous 2.0 1.5 1.0- 0.5- Non - dim . Pitch Response 5.0 Measured Potential Inc. Viscous 4.0- 3.0 2.0 1.0- 0.0 0.0 0.0 + 0.0 0.5 1.0 1.5 ...
Page 583
... Potential Inc. Viscous Fig 25. SWATH1 Model in head seas ( Fn = 0.13 ) 3.5 O Measured 3.0- Potential Inc. Viscous 2.5 2.0- Non - dim . Heave Response 1.5 1.0- 4.0 3.0 Non - dim . Pitch Response 0.5 0.0 0.0 0.0 0 1 2 3 4 5 6 7 8 9 10 Non ...
... Potential Inc. Viscous Fig 25. SWATH1 Model in head seas ( Fn = 0.13 ) 3.5 O Measured 3.0- Potential Inc. Viscous 2.5 2.0- Non - dim . Heave Response 1.5 1.0- 4.0 3.0 Non - dim . Pitch Response 0.5 0.0 0.0 0.0 0 1 2 3 4 5 6 7 8 9 10 Non ...
Page 584
... Potential Inc. Viscous O 4.0 Measured Potential Inc. Viscous 3.0 2.0 1.0 0.5 0.0 0.0 0.0 0 1 2 3 4 5 6 Non - dim . Enc . Frequency 7 8 9 10 0 1 2 3 5 6 7 8 9 10 1 Fig 40. SWATH2 Model in head seas ( Fn = 0.26 ) Non - dim . Enc ...
... Potential Inc. Viscous O 4.0 Measured Potential Inc. Viscous 3.0 2.0 1.0 0.5 0.0 0.0 0.0 0 1 2 3 4 5 6 Non - dim . Enc . Frequency 7 8 9 10 0 1 2 3 5 6 7 8 9 10 1 Fig 40. SWATH2 Model in head seas ( Fn = 0.26 ) Non - dim . Enc ...
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