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 501
... Storage Corporation , Ltd. Tokyo , Japan T. Tanahashi Japan Weather Association Tokyo , Japan Fig . 7 Changes of wind , waves and deflection. ABSTRACT The world first floating type oil storage system was completed at Kami - Gotoh in ...
... Storage Corporation , Ltd. Tokyo , Japan T. Tanahashi Japan Weather Association Tokyo , Japan Fig . 7 Changes of wind , waves and deflection. ABSTRACT The world first floating type oil storage system was completed at Kami - Gotoh in ...
Page 503
... storage barge was in the site , after four months the No.4 and No.3 storage barges were set up in order . A block diagram of the measurement system is shown in Fig . 6. An automatic data acquisition and analysis system was prepared by ...
... storage barge was in the site , after four months the No.4 and No.3 storage barges were set up in order . A block diagram of the measurement system is shown in Fig . 6. An automatic data acquisition and analysis system was prepared by ...
Page 507
... storage system . That is , in the calcula- tion the sheltering effects of other storage barge for wind and wave loads were ignored so that a larger re- sponse of storage barge is obtained . To evaluate a valid- ity of this design method ...
... storage system . That is , in the calcula- tion the sheltering effects of other storage barge for wind and wave loads were ignored so that a larger re- sponse of storage barge is obtained . To evaluate a valid- ity of this design method ...
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