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 443
... configuration to GBS MSF truss configuration and overall stiffness Cross sectional geometries of the individual members Cellar deck stiffening system . MSF supports : Effects of importance were identified by varying the location of the ...
... configuration to GBS MSF truss configuration and overall stiffness Cross sectional geometries of the individual members Cellar deck stiffening system . MSF supports : Effects of importance were identified by varying the location of the ...
Page 471
... 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 dimensions , such as base width and length of pile required ...
... 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 dimensions , such as base width and length of pile required ...
Page 472
... configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered included base width , brace area , leg area , pile length , pile area , deck payload , conductor mass , tower taper and flooded height ( near ...
... configuration in 2600 ft water depth ( Morrison et al 1988 ) . Parameters that were considered included base width , brace area , leg area , pile length , pile area , deck payload , conductor mass , tower taper and flooded height ( near ...
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