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 362
... developed . The remainder of the Marlim Complex will be developed after the end of Phase II . TYPE OF STATIONARY PRODUCTION UNIT such as : Several types of SPUS were analysed in order to be used in the Albacora and Marlim fields ...
... developed . The remainder of the Marlim Complex will be developed after the end of Phase II . TYPE OF STATIONARY PRODUCTION UNIT such as : Several types of SPUS were analysed in order to be used in the Albacora and Marlim fields ...
Page 431
... developed . Mainly the marginal fields are left for future exploitation and such fields often call for a modest field development based on small structures . The prime challenge for today's designer is therefore to develop platforms ...
... developed . Mainly the marginal fields are left for future exploitation and such fields often call for a modest field development based on small structures . The prime challenge for today's designer is therefore to develop platforms ...
Page 555
... developed by Henghold and Russell ( ref . / 5 / , 1976 ) . They developed the stiffness properties for each element directly in terms of the deformed global coordi- nates of nodes as opposed to the more classical approach of using a ...
... developed by Henghold and Russell ( ref . / 5 / , 1976 ) . They developed the stiffness properties for each element directly in terms of the deformed global coordi- nates of nodes as opposed to the more classical approach of using a ...
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