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 ° , 360 ...
... 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 ° , 360 ...
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 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave