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 span length ( 1 ) increases , since it needs more reinforcing cords , as will be discussed later . However , the laying ...
... length ( L ) of the pipeline support against one span length ( ) . The construction cost tend to increase as the span length ( 1 ) increases , since it needs more reinforcing cords , as will be discussed later . However , the laying ...
Page 369
... Length Ljoint m 12.192 Wet Weight WL KN 457.24 Vertical Number of Buoyancy Modules per Joint n ea 1 Effective Mass ML kg 133,684 Horizontal Buoyancy Module Length Lb m 9.754 Effective Mass MLex kg 133,684 Mean Effective Drag Area ...
... Length Ljoint m 12.192 Wet Weight WL KN 457.24 Vertical Number of Buoyancy Modules per Joint n ea 1 Effective Mass ML kg 133,684 Horizontal Buoyancy Module Length Lb m 9.754 Effective Mass MLex kg 133,684 Mean Effective Drag Area ...
Page 370
... LENGTH ( s / L ) 0.9 1.0 Figure 4 : EFFECTIVE TENSION ( Ca = 1.2 ) 200T -200+ -400+ -600+ 0.0 0.1 0.2 0.3 0.4 1.8 0.5 0.6 0.7 0.8 0.9 NON . DIM . LENGTH ( s / L ) -600+ 2.8 3.0 3.2 3.4 3.6 3.8 4.0 NON . DIM . TIME ( TIME PERIOD ) 4.2 ...
... LENGTH ( s / L ) 0.9 1.0 Figure 4 : EFFECTIVE TENSION ( Ca = 1.2 ) 200T -200+ -400+ -600+ 0.0 0.1 0.2 0.3 0.4 1.8 0.5 0.6 0.7 0.8 0.9 NON . DIM . LENGTH ( s / L ) -600+ 2.8 3.0 3.2 3.4 3.6 3.8 4.0 NON . DIM . TIME ( TIME PERIOD ) 4.2 ...
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