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 345
... vector with respect to the rotated chord response vector with respect to the vertical time - dependent component of the response vessel offset due to current amplitude and phase vectors of riser dynamic response water depth ...
... vector with respect to the rotated chord response vector with respect to the vertical time - dependent component of the response vessel offset due to current amplitude and phase vectors of riser dynamic response water depth ...
Page 623
... vector of +1 Newton - Raphson iteration AU + 1global displacement increment vector of modified Newton - Raphson iteration Rn Ř global residual force vector at the end of iteration step n global residual force vector by using the secant ...
... vector of +1 Newton - Raphson iteration AU + 1global displacement increment vector of modified Newton - Raphson iteration Rn Ř global residual force vector at the end of iteration step n global residual force vector by using the secant ...
Page 625
... vector and residual force vector respectively . Sol- ving the above equation , the displacement vec- tor can be updated tion and the stiffness modulus which establi- shes the secant relation for the period with displacement increment vector ...
... vector and residual force vector respectively . Sol- ving the above equation , the displacement vec- tor can be updated tion and the stiffness modulus which establi- shes the secant relation for the period with displacement increment vector ...
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