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 341
... predicted pitch response values are higher than the measured experimental pitch responses and and the difference may also be due to the high wave force coefficients used in the predictions . EXPERIMENTAL SIMULATION STUDIES Model tests ...
... predicted pitch response values are higher than the measured experimental pitch responses and and the difference may also be due to the high wave force coefficients used in the predictions . EXPERIMENTAL SIMULATION STUDIES Model tests ...
Page 343
... PREDICTIONS ☐ NON - LINEAR TIME DOMAIN PREDICTIONS MEASUREMENTS @ 0.0 0.2 0.4 0.6 WAVE FREQUENCY ( RAD / SEC ) 0.8 1.0 • LINEAR FREQUENCY DOMAIN PREDICTIONS □ NON - LINEAR TIME DOMAIN PREDICTIONS □ MEASUREMENTS D 0 O 0.0 0.2 0.4 0.6 ...
... PREDICTIONS ☐ NON - LINEAR TIME DOMAIN PREDICTIONS MEASUREMENTS @ 0.0 0.2 0.4 0.6 WAVE FREQUENCY ( RAD / SEC ) 0.8 1.0 • LINEAR FREQUENCY DOMAIN PREDICTIONS □ NON - LINEAR TIME DOMAIN PREDICTIONS □ MEASUREMENTS D 0 O 0.0 0.2 0.4 0.6 ...
Page 624
... predicted response increments as the combina- tion of the response increments for the pre- vious iteration and the current response inc- rements predicted by the modified Newton- Raphson procedure , for getting better conver- gence [ 7 ] ...
... predicted response increments as the combina- tion of the response increments for the pre- vious iteration and the current response inc- rements predicted by the modified Newton- Raphson procedure , for getting better conver- gence [ 7 ] ...
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