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 355
... hydrodynamic forces of the external flow are considered now . Regarding this aspect , it can be said that all the programs are on the same level from , the theoretical point of view , since they all use the Morison equation ( or ...
... hydrodynamic forces of the external flow are considered now . Regarding this aspect , it can be said that all the programs are on the same level from , the theoretical point of view , since they all use the Morison equation ( or ...
Page 379
... hydrodynamic loads on the riser are applied and integrated with a non - linear finite element structural analysis method . The random vortex method is a discrete vortex method based on operator splitting , random walk and vortex - in ...
... hydrodynamic loads on the riser are applied and integrated with a non - linear finite element structural analysis method . The random vortex method is a discrete vortex method based on operator splitting , random walk and vortex - in ...
Page 385
HYDRODYNAMIC FORCES ON FLEXIBLE RISERS WITH BUOYANCY ELEMENTS E. Huse MARINTEK Trondheim , Norway Fig.3 . POSITION ยท POSITION POSITION 1.0 0.8 0.4 0.0. ABSTRACT A procedure for estimating axial drag on flexible risers fitted with ...
HYDRODYNAMIC FORCES ON FLEXIBLE RISERS WITH BUOYANCY ELEMENTS E. Huse MARINTEK Trondheim , Norway Fig.3 . POSITION ยท POSITION POSITION 1.0 0.8 0.4 0.0. ABSTRACT A procedure for estimating axial drag on flexible risers fitted with ...
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