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 395
... important to the magnitude of the dynamic motions . Further analysis ( in the following section ) indicates that the hydrodynamic ( drag ) damping is of minor importance for moderate seastates and that the dynamic motions are mostly ...
... important to the magnitude of the dynamic motions . Further analysis ( in the following section ) indicates that the hydrodynamic ( drag ) damping is of minor importance for moderate seastates and that the dynamic motions are mostly ...
Page 471
... importance of the sway - type modes . In order to derive a working configuration for a specific water depth and design criteria , it is often necessary for the designer to develop basic configuration trends that will initially set important ...
... importance of the sway - type modes . In order to derive a working configuration for a specific water depth and design criteria , it is often necessary for the designer to develop basic configuration trends that will initially set important ...
Page 512
... important time scale is the Coriolis time scale ( tc ) , which is the time a flow must persist to be affected by the Earth's rotation ( Csanady , 1982 ) . Two important depth scales exist . One is the Ekman Depth , which defines the ...
... important time scale is the Coriolis time scale ( tc ) , which is the time a flow must persist to be affected by the Earth's rotation ( Csanady , 1982 ) . Two important depth scales exist . One is the Ekman Depth , which defines the ...
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