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 324
... Figure 5 shows the difference in the moored vessel orientation angle to the incoming wind / wave angle which is denoted as 8. Examining this figure , it is clear that when the wind / wave and current are aligned = Y , = 0 ° , 180 ...
... Figure 5 shows the difference in the moored vessel orientation angle to the incoming wind / wave angle which is denoted as 8. Examining this figure , it is clear that when the wind / wave and current are aligned = Y , = 0 ° , 180 ...
Page 592
... Figure 5 that the critical stress may be greater at a combined loading than at a pure axial loading . This is due to the bending contribution to the stresses and to the use of von Mises yield condition . It is shown in Figure 5 , that ...
... Figure 5 that the critical stress may be greater at a combined loading than at a pure axial loading . This is due to the bending contribution to the stresses and to the use of von Mises yield condition . It is shown in Figure 5 , that ...
Page 626
... Figure 1. The load is so selected for resulting in capturing the maximum point on a quadratic response history curve . The convergence curves shown in the figure indicate that the convergence rate of the modified Newton - Raphson ...
... Figure 1. The load is so selected for resulting in capturing the maximum point on a quadratic response history curve . The convergence curves shown in the figure indicate that the convergence rate of the modified Newton - Raphson ...
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