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 362
... present work is , however , limited to study the effects from first order wave forces only . Faced to this type of problem , two alternative methods of dynamic analysis exist : 1. Use of frequency domain ( F.D. ) formulation including ...
... present work is , however , limited to study the effects from first order wave forces only . Faced to this type of problem , two alternative methods of dynamic analysis exist : 1. Use of frequency domain ( F.D. ) formulation including ...
Page 539
... present formulation , however , this is not possible . But , one can carry out a parametric study by studying the effect on the optimal solution of varying some important parameters in the DSP template . In the present problem , e.g. ...
... present formulation , however , this is not possible . But , one can carry out a parametric study by studying the effect on the optimal solution of varying some important parameters in the DSP template . In the present problem , e.g. ...
Page 627
... present ( w ) o present ( wed T t = 1 . 1416 ITERATION NUMBER Figure 2. Convergence Rates of A Hyper- elastic Bar Subjected to Four Concentrated Forces EA 10910RR Material 1 Material 2 1.0 1.0 2.0 1.0 1.0 2.0 0.1 0.1 • modified Newton ...
... present ( w ) o present ( wed T t = 1 . 1416 ITERATION NUMBER Figure 2. Convergence Rates of A Hyper- elastic Bar Subjected to Four Concentrated Forces EA 10910RR Material 1 Material 2 1.0 1.0 2.0 1.0 1.0 2.0 0.1 0.1 • modified Newton ...
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