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 345
... riser system which is appropriate for the study of its dynamic behavior in deep water conditions is developed . This model is used to estimate the steady - state riser response to harmonic excitation . In this regard the finite element ...
... riser system which is appropriate for the study of its dynamic behavior in deep water conditions is developed . This model is used to estimate the steady - state riser response to harmonic excitation . In this regard the finite element ...
Page 375
... riser response to the design loads , and hence any appropriate model can be used . While the riser model employed in that work is simple and efficient , it can only be used to determine the quasi - static riser response to vessel ...
... riser response to the design loads , and hence any appropriate model can be used . While the riser model employed in that work is simple and efficient , it can only be used to determine the quasi - static riser response to vessel ...
Page 402
... riser horizontal W - 3 N N N λ Pxo r motion weigth per length of the riser vertical axis ( positive to up ) - amplitude of riser vertical motion - amplitude - - ८ - motion of template vertical water density wavelength amplitude of ...
... riser horizontal W - 3 N N N λ Pxo r motion weigth per length of the riser vertical axis ( positive to up ) - amplitude of riser vertical motion - amplitude - - ८ - motion of template vertical water density wavelength amplitude of ...
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