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 363
... considered when planning Albacora Phase III and Mar- lim Phase II development . ยท PRODUCTION AND EXPORT RISERS The production and export risers considered in the Albacora and Marlim development plan are either rigid or flexible . Steel ...
... considered when planning Albacora Phase III and Mar- lim Phase II development . ยท PRODUCTION AND EXPORT RISERS The production and export risers considered in the Albacora and Marlim development plan are either rigid or flexible . Steel ...
Page 458
... considered to be a form of ' wave generator ' for which energy is expended at each cycle of oscillation in the production of radiated waves and hence is removed from the response of the cylinder thereby resulting in a mechanism for a ...
... considered to be a form of ' wave generator ' for which energy is expended at each cycle of oscillation in the production of radiated waves and hence is removed from the response of the cylinder thereby resulting in a mechanism for a ...
Page 475
... considered . One is homogeneous , isotropic , and has linear elastic behaviour , the other is anisotropic and contains partly of rubble - mound seabed . It is assumed that the seepage action in rubble - mound seabed is expressed by non ...
... considered . One is homogeneous , isotropic , and has linear elastic behaviour , the other is anisotropic and contains partly of rubble - mound seabed . It is assumed that the seepage action in rubble - mound seabed is expressed by non ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
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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