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 357
... performed by COFLEXIP R & D department . For this test case the main conclusion of our enquiry is that presently no commercial package gives a completely accurate pattern of such a system : variable contact with an arbitrary rigid ...
... performed by COFLEXIP R & D department . For this test case the main conclusion of our enquiry is that presently no commercial package gives a completely accurate pattern of such a system : variable contact with an arbitrary rigid ...
Page 394
... performed and the eigenvalues are listed in Table II . The in - plane and the out - of - plane modes are indicated . The corresponding mode shapes of mode No. 7-10 are shown in Figure 9. Clearly , several modes of oscillation will be ...
... performed and the eigenvalues are listed in Table II . The in - plane and the out - of - plane modes are indicated . The corresponding mode shapes of mode No. 7-10 are shown in Figure 9. Clearly , several modes of oscillation will be ...
Page 442
... performed . The dynamic analysis is performed for the following purposes : determine the free vibration properties of the platform determine the dynamic amplification of MSF responses due to wave loads in assessment of fatigue life of ...
... performed . The dynamic analysis is performed for the following purposes : determine the free vibration properties of the platform determine the dynamic amplification of MSF responses due to wave loads in assessment of fatigue life 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