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 368
... TABLE 8 Long - term statistics , displacement at 110 m waterdepth and moment at 5 m waterdepth . In order to estimate lifetime extreme response amplitude according to the improved design storm approach as previously described , riser ...
... TABLE 8 Long - term statistics , displacement at 110 m waterdepth and moment at 5 m waterdepth . In order to estimate lifetime extreme response amplitude according to the improved design storm approach as previously described , riser ...
Page 457
... Table 2 . where , A = C2 * T * In ( t ) , the second term of equation ( 1 ) , and b = .176 . The set strain data deduced from the recovery curves are given in Table 1 ... Table 3 . Table 4 . Tensioner Arm Creep Displacement ( No previous 457.
... Table 2 . where , A = C2 * T * In ( t ) , the second term of equation ( 1 ) , and b = .176 . The set strain data deduced from the recovery curves are given in Table 1 ... Table 3 . Table 4 . Tensioner Arm Creep Displacement ( No previous 457.
Page 458
... Table 3. To suggest how frequently the tensioner would be reset , Table 5 was calculated . The table illustrates a procedure where every time the tensioner load decays 10 percent the tensioner is wound up to its original tension ( or ...
... Table 3. To suggest how frequently the tensioner would be reset , Table 5 was calculated . The table illustrates a procedure where every time the tensioner load decays 10 percent the tensioner is wound up to its original tension ( or ...
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