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 391
FULL SCALE MEASUREMENT OF CURVATURE AND MOTIONS ON A FLEXIBLE RISER AND COMPARISON WITH COMPUTER SIMULATIONS A. Otteren and T. D. Hanson Norsk Hydro - Research Centre Bergen Bergen , Norway Fig . 1 PTS Petrojarl 1 . RISER BASE 47m.
FULL SCALE MEASUREMENT OF CURVATURE AND MOTIONS ON A FLEXIBLE RISER AND COMPARISON WITH COMPUTER SIMULATIONS A. Otteren and T. D. Hanson Norsk Hydro - Research Centre Bergen Bergen , Norway Fig . 1 PTS Petrojarl 1 . RISER BASE 47m.
Page 392
... flexible riser , Norsk Hydro decided to use this unique opportunity to gather full - scale reference data of global dynamics of a flexible riser . The single steep wave riser configuration is well suited for comparison of such full ...
... flexible riser , Norsk Hydro decided to use this unique opportunity to gather full - scale reference data of global dynamics of a flexible riser . The single steep wave riser configuration is well suited for comparison of such full ...
Page 396
... flexible riser . This is a design criteria with considerable economical impact on operation and maintenance of permanent floating production systems with several flexible risers . REFERENCES 1. Bratu , Ch . and Narzul , P. Dynamic ...
... flexible riser . This is a design criteria with considerable economical impact on operation and maintenance of permanent floating production systems with several flexible risers . REFERENCES 1. Bratu , Ch . and Narzul , P. Dynamic ...
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