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 366
... simulations , the following exercise has been carried out . • A seastate defined by H = 16 m , Тр = 15 sec was simulated 10 times by using 10 different seeds to the random number generator used for stochastic phase computation . Simulation ...
... simulations , the following exercise has been carried out . • A seastate defined by H = 16 m , Тр = 15 sec was simulated 10 times by using 10 different seeds to the random number generator used for stochastic phase computation . Simulation ...
Page 399
... Simulation ( b ) Simulation ( a ) Simulation ( c ) • External comp . Measurements Fig . 12 Standard deviation of dynamic bending moment ( location I ) . Comparison between simulations and measurements IN PLANE MODE OF OSCILLATION : ...
... Simulation ( b ) Simulation ( a ) Simulation ( c ) • External comp . Measurements Fig . 12 Standard deviation of dynamic bending moment ( location I ) . Comparison between simulations and measurements IN PLANE MODE OF OSCILLATION : ...
Page 400
... Simulation GAUSSIAN Wave spectra . Case 2 .9999 PARENT SAMPLE GAUSSIAN .9990 .9990 .9900 ( A ) SIMULATION PROBABILITY .9000 .5000 1000 .0 100 .00 10 0 0.00 0.05 0.10 0.15 0.20 0.25 .0001 Frequency ( Hz ) Bending moment spectra . Case 2 ...
... Simulation GAUSSIAN Wave spectra . Case 2 .9999 PARENT SAMPLE GAUSSIAN .9990 .9990 .9900 ( A ) SIMULATION PROBABILITY .9000 .5000 1000 .0 100 .00 10 0 0.00 0.05 0.10 0.15 0.20 0.25 .0001 Frequency ( Hz ) Bending moment spectra . Case 2 ...
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