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 503
... 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 use of ...
... 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 use of ...
Page 505
... barge . In winter , the deflection of rubber fender set in the south of storage barge tends to be larger due to northern seasonal wind . On the other hand , the opposite tendency is found in summer because of the southern winds caused ...
... barge . In winter , the deflection of rubber fender set in the south of storage barge tends to be larger due to northern seasonal wind . On the other hand , the opposite tendency is found in summer because of the southern winds caused ...
Page 506
... barge motion , etc. and the calculated ones which were obtained by computer simulations inputting the measured ... barge , n * . Where R f ( ) n = हुम - C f ( 5 ) = ( 3 ) deflection characteristics of rubber fender = clearance between ...
... barge motion , etc. and the calculated ones which were obtained by computer simulations inputting the measured ... barge , n * . Where R f ( ) n = हुम - C f ( 5 ) = ( 3 ) deflection characteristics of rubber fender = clearance between ...
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