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 347
... equation ( 11 ) , the current and the wave are taken coplanar for conservatism . The horizontal wave motion of the ... equation ( 1 ) , the system response can be sought . A major difficulty in this regard is the fact that the ...
... equation ( 11 ) , the current and the wave are taken coplanar for conservatism . The horizontal wave motion of the ... equation ( 1 ) , the system response can be sought . A major difficulty in this regard is the fact that the ...
Page 348
... equation ( 32 ) leads to W Cei = T ( G ( 6 ) Å , dr T Ra î ; dt ( 33 ) where T = 2 . Using equation ( 24 ) for x ; and integrating both the numerator and the denominator yields CDP , DIX cos ( ) V1 . V ; ≥ шX Equivalent Stiffness ...
... equation ( 32 ) leads to W Cei = T ( G ( 6 ) Å , dr T Ra î ; dt ( 33 ) where T = 2 . Using equation ( 24 ) for x ; and integrating both the numerator and the denominator yields CDP , DIX cos ( ) V1 . V ; ≥ шX Equivalent Stiffness ...
Page 559
... equation ; B. That both coefficients in one equation are small in absolute value while the other equation contains one coefficient which is large in absolute value . Case B is encountered more often than case A. In case A , using the ...
... equation ; B. That both coefficients in one equation are small in absolute value while the other equation contains one coefficient which is large in absolute value . Case B is encountered more often than case A. In case A , using 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