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 325
... mooring system at the initial stage of the system design . It is anticipated that this paper will be useful when performing the preliminary design of a single point mooring system . waves wind current 7.0 REFERENCES American Bureau of ...
... mooring system at the initial stage of the system design . It is anticipated that this paper will be useful when performing the preliminary design of a single point mooring system . waves wind current 7.0 REFERENCES American Bureau of ...
Page 338
... system : Angle between current direction and X axis Direction cosine used for transferring co - ordinates from wave ... mooring systems become important . In this this paper the interaction between a floating buoy and mooring lines under ...
... system : Angle between current direction and X axis Direction cosine used for transferring co - ordinates from wave ... mooring systems become important . In this this paper the interaction between a floating buoy and mooring lines under ...
Page 501
... system was completed at Kami - Gotoh in Japan . The system con- sists of five huge storage barges having a maximum capacity of 880 km3 each moored by dolphins and fenders . Before the full operation the field measurements of the mooring ...
... system was completed at Kami - Gotoh in Japan . The system con- sists of five huge storage barges having a maximum capacity of 880 km3 each moored by dolphins and fenders . Before the full operation the field measurements of the mooring ...
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