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
... MAXIMUM WIND / WAVE FORCE xwa Figure 6 shows the results of the ratio of forces Fxw + F2 to the maximum value of Fxw + Fxwa force . This is denoted by w . Examining this figure it is clear that when the wind / wave and current are ...
... MAXIMUM WIND / WAVE FORCE xwa Figure 6 shows the results of the ratio of forces Fxw + F2 to the maximum value of Fxw + Fxwa force . This is denoted by w . Examining this figure it is clear that when the wind / wave and current are ...
Page 381
... maximum loading of the riser . The maximum recorded top end tension of 325 kN and the maximum bending moment of 12 kNm are both considered to be well within the carrying capacity of the pipe . Since simultaneous vortex- and Morison type ...
... maximum loading of the riser . The maximum recorded top end tension of 325 kN and the maximum bending moment of 12 kNm are both considered to be well within the carrying capacity of the pipe . Since simultaneous vortex- and Morison type ...
Page 480
... maximum bending moment increases with the increase of buoyancy . On the other hand the maximum displacement occurring at deck level decreases which is quite desirable from operational point of view . Thus the study highlights the ...
... maximum bending moment increases with the increase of buoyancy . On the other hand the maximum displacement occurring at deck level decreases which is quite desirable from operational point of view . Thus the study highlights the ...
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