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 405
... respectively the Figures 4 and 5. The displacements and in Heave motion response for semisubmersible and drillship in beam waves . shown in those Figures are in calculated in the frequency of the largest heave motion , in the usual ...
... respectively the Figures 4 and 5. The displacements and in Heave motion response for semisubmersible and drillship in beam waves . shown in those Figures are in calculated in the frequency of the largest heave motion , in the usual ...
Page 415
... respectively gross ultimate uplift capacity of a single pile and pile group , respectively center - to - center spacing degree of saturation S S r W moisture content W effective weight of piles in a group and the pile g cap W effective ...
... respectively gross ultimate uplift capacity of a single pile and pile group , respectively center - to - center spacing degree of saturation S S r W moisture content W effective weight of piles in a group and the pile g cap W effective ...
Page 562
... respectively , and the Gaussian and the mean curvatures of the faired surface are shown in Figures 11 and 12 respectively . An unwanted oscillation on the initial surface can be detected from the Gaussian curvature and the mean ...
... respectively , and the Gaussian and the mean curvatures of the faired surface are shown in Figures 11 and 12 respectively . An unwanted oscillation on the initial surface can be detected from the Gaussian curvature and the mean ...
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