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 Figure 6 shows the results of the ratio of xwa 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 Figure 6 shows the results of the ratio of xwa 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 . to The maximum recorded top end tension of 325 kN and the maximum bending moment of 12 kNm are both considered be well within the carrying capacity of the pipe . Since simultaneous vortex- and Morison type ...
... maximum loading of the riser . to The maximum recorded top end tension of 325 kN and the maximum bending moment of 12 kNm are both considered 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 |
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