Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 113
... length ( L ) of the pipeline support against one span length The construction cost tend to increase as the length ( 1 ) increases , since it needs more reinforcing cords , as will be discussed later . span However , the laying cost ...
... length ( L ) of the pipeline support against one span length The construction cost tend to increase as the length ( 1 ) increases , since it needs more reinforcing cords , as will be discussed later . span However , the laying cost ...
Page 369
... Length L m 1,500 Outer Diameter Inner Diameter Do Di Outer Diameter Extensional Rigidity Buoyancy Module Joint Length EA QB B m 0.4064 0.3747 Mass ML kg 90,147 Height HL m 4.572 GN 4.121 Diameter DL m 3.439 Volume Db Ljoint m m 0.7 VL ...
... Length L m 1,500 Outer Diameter Inner Diameter Do Di Outer Diameter Extensional Rigidity Buoyancy Module Joint Length EA QB B m 0.4064 0.3747 Mass ML kg 90,147 Height HL m 4.572 GN 4.121 Diameter DL m 3.439 Volume Db Ljoint m m 0.7 VL ...
Page 370
... LENGTH ( s / L ) 1.80 200T 0 -200+ Figure 4 : EFFECTIVE TENSION ( C1 = 1.2 ) -400+ -600+ + 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 NON . DIM . LENGTH ( s / L ) 4.2 200T MPa 0 -200+ -400+ Figure 5 : BENDING STRESS ( C = 0.8 ) -600+ ...
... LENGTH ( s / L ) 1.80 200T 0 -200+ Figure 4 : EFFECTIVE TENSION ( C1 = 1.2 ) -400+ -600+ + 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 NON . DIM . LENGTH ( s / L ) 4.2 200T MPa 0 -200+ -400+ Figure 5 : BENDING STRESS ( C = 0.8 ) -600+ ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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adsorber amplitude analysis angle Arctic Engineering axial bending buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Fig simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire