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 441
... platform developments with heavy topside weight and large platform substructures . Today fixed North Sea platforms are installed in water depths up to 220 metres ( Gullfax C ) . Future exploitation of oil and gas resources is planned in ...
... platform developments with heavy topside weight and large platform substructures . Today fixed North Sea platforms are installed in water depths up to 220 metres ( Gullfax C ) . Future exploitation of oil and gas resources is planned in ...
Page 488
... platform is assumed to be towed to its installation site with its deck entirely equipped with the same draft ( 60 meters ) as in the anchored position . Installing a TLP is a critical operation . However , the chosen configuration of ...
... platform is assumed to be towed to its installation site with its deck entirely equipped with the same draft ( 60 meters ) as in the anchored position . Installing a TLP is a critical operation . However , the chosen configuration of ...
Page 537
... platform i . Capacity constraints There exist constraints on the production capacities of the underwater production system units , namely , the total production capacity has to be greater than or equal to the actual output . This can be ...
... platform i . Capacity constraints There exist constraints on the production capacities of the underwater production system units , namely , the total production capacity has to be greater than or equal to the actual output . This can be ...
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