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 199
... characteristics of the pile soil system and the nonlinear characteristics of the soil . And it can also be found that the proposed ex- pressions are more simple and convenient for applying . - However , due to the complication of the ...
... characteristics of the pile soil system and the nonlinear characteristics of the soil . And it can also be found that the proposed ex- pressions are more simple and convenient for applying . - However , due to the complication of the ...
Page 311
... characteristics on the design of steel jacket structures especially in accordance with the Danish offshore code DS 449 ( 1984 ) . This code is part of the Danish code system which is based ะพ the limit state design principles . DS 449 ...
... characteristics on the design of steel jacket structures especially in accordance with the Danish offshore code DS 449 ( 1984 ) . This code is part of the Danish code system which is based ะพ the limit state design principles . DS 449 ...
Page 369
Characteristics Total Length Table 1 : Riser Principal Characteristics Symbol Unit Table 2 : LMRP Characteristics Riser Characteristics Symbol Unit Value L m 1,500 Outer Diameter Do m 0.4064 Mass ML kg 90,147 Inner Diameter D ; m 0.3747 ...
Characteristics Total Length Table 1 : Riser Principal Characteristics Symbol Unit Table 2 : LMRP Characteristics Riser Characteristics Symbol Unit Value L m 1,500 Outer Diameter Do m 0.4064 Mass ML kg 90,147 Inner Diameter D ; m 0.3747 ...
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