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 347
... represents the time - independent current velocity and u ( t , z ) represents the wave velocity . Note that in equation ( 11 ) , the current and the wave are taken coplanar for conservatism . The horizontal wave motion of the water ...
... represents the time - independent current velocity and u ( t , z ) represents the wave velocity . Note that in equation ( 11 ) , the current and the wave are taken coplanar for conservatism . The horizontal wave motion of the water ...
Page 473
... represented in Fig.4 ( load level of " S1 " taken as unity ) , and the associated relative lateral displacements by ... represents the P - Delta on the softer system " T1 " . The calculated maximum pile reactions at the time of maximum ...
... represented in Fig.4 ( load level of " S1 " taken as unity ) , and the associated relative lateral displacements by ... represents the P - Delta on the softer system " T1 " . The calculated maximum pile reactions at the time of maximum ...
Page 562
... representing a region of negatively signed mean curvature . While the mean curvature cannot alone determine an inflection point , removal of one of the dark blue areas ( Figure 12 ) represents a smoother shape . The isophotes of initial ...
... representing a region of negatively signed mean curvature . While the mean curvature cannot alone determine an inflection point , removal of one of the dark blue areas ( Figure 12 ) represents a smoother shape . The isophotes of initial ...
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