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 |
PART | 314 |
NonLinear Dynamic Interaction Between Mooring Systems and Floating Structure Under | 337 |
Copyright | |
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added mass amplitude analysis axial B-spline beam Beaufort Sea behaviour bending bending moment bow quartering brace buoy buoyancy cable calculated coefficient compliant towers configuration curvature curve cylinder damping deck deflection developed displacement drag drag coefficient drillship dynamic effects elements Engineering environmental equation fatigue flexible riser force frequency function Gaussian curvature hull hydrodynamic in-plane installation interaction linear load combination marine matrix maximum Measured Potential Inc method mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters platform predicted problem Prudhoe Bay pycnocline ratio riser system riser tensioner rotation rubber fender seastates shaft shown in Figure simulation solution static stiffness Stirling Stirling Engine storage barge strain stress submarine surface SWATH tension tests truss underwater vector velocity velocity potential vertical vessel Viscous vortex water depth wave height wave loads wave period wind/wave