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 341
... responses are controlled by the restoring forces . Surge response curves show a significant shift at the maximum response values corresponding to the natural surge frequency region . This can be attributed to the different surge ...
... responses are controlled by the restoring forces . Surge response curves show a significant shift at the maximum response values corresponding to the natural surge frequency region . This can be attributed to the different surge ...
Page 583
Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Pitch response Non - dim . Surge Response Non - dim . Surge Response Non - dim . 2.0 1.6- 1.2- 2.0 0.8 80 0.4 ...
Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Pitch response Non - dim . Surge Response Non - dim . Surge Response Non - dim . 2.0 1.6- 1.2- 2.0 0.8 80 0.4 ...
Page 584
Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Heave Response Non - dim . Pitch Response Non - dim . Heave Response Non - dim . Pitch ...
Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Surge Response Non - dim . Heave Response Non - dim . Pitch Response Non - dim . Heave Response Non - dim . Pitch ...
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