Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 388
... jacket , of many processing systems , originally at the submersibles SPUS 2 and 3. The oil heating , second - stage separation ( oil - gas - water ) , the water treatment and the oil dessalting and zation will occur at the central ...
... jacket , of many processing systems , originally at the submersibles SPUS 2 and 3. The oil heating , second - stage separation ( oil - gas - water ) , the water treatment and the oil dessalting and zation will occur at the central ...
Page 402
... jacket . The following novel ideas were evaluated found applicable for the Gorm F platform . - and By enclosing the sixteen wells in four caissons , significant advantages have been gained , i.e. reduced wave load area , reduced ...
... jacket . The following novel ideas were evaluated found applicable for the Gorm F platform . - and By enclosing the sixteen wells in four caissons , significant advantages have been gained , i.e. reduced wave load area , reduced ...
Page 404
... jacket and 44 t for the piles , i.e. a total reduction of 144 t . Grouted Main Piles The four jacket legs have an internal diameter of 1930 mm to allow for the Ø1829 mm main piles . The leg wall thickness varies from 40 m to 90 mm at ...
... jacket and 44 t for the piles , i.e. a total reduction of 144 t . Grouted Main Piles The four jacket legs have an internal diameter of 1930 mm to allow for the Ø1829 mm main piles . The leg wall thickness varies from 40 m to 90 mm at ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
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acceleration accelerometers added mass amplitude axial beam behaviour bending stiffness cable calculated Campos Basin catenary coefficient compliant tower components curvature curves cylinder damping ratio deck deformation developed diameter displacement drag drag coefficient dynamic analysis dynamic response effect Ekofisk elastic Engineering equation finite element finite element method flexible pipe fluid force free-fall lifeboat frequency domain hydrodynamic hydrodynamic damping impact in-span installation jack jacket joint launch length lift force linear load Mathieu Mathieu equation measured Mechanics meters method mode mode shape motion natural frequency nodal nodes nonlinear obtained Offshore Structures OMAE operation oscillation parameters phase pile platform pressure rotation seabed semi-rigid shear shown in Figure skin friction soil solution SPUS static analysis stiffness matrix submarine subsea support point tension tether torque transverse values vector velocity vertical vessel vibration Volume I-B water depth