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
... 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 ...
... 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 453
... shows that varies approximately linearly with ρ . More detailed sensitivity analyses show that 4 is generally insensitive to the means , variances and spectral characteristics of the individual processes . For p = 0 the exact solution ...
... shows that varies approximately linearly with ρ . More detailed sensitivity analyses show that 4 is generally insensitive to the means , variances and spectral characteristics of the individual processes . For p = 0 the exact solution ...
Page 592
... shows that the interaction curves range from almost linear curves , through para- bolic curves , to a curve , consisting of two almost linear parts . The R / t and L / R - ratios have therefore a pronounced effect on the shape of the ...
... shows that the interaction curves range from almost linear curves , through para- bolic curves , to a curve , consisting of two almost linear parts . The R / t and L / R - ratios have therefore a pronounced effect on the shape of 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