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 420
... performed in a short time , should be performed as much as possible on land or on the larger platforms . This means that the equipment that requires comprehensive maintenance should be designed in easily removable packages . Replacement ...
... performed in a short time , should be performed as much as possible on land or on the larger platforms . This means that the equipment that requires comprehensive maintenance should be designed in easily removable packages . Replacement ...
Page 442
... performed using Norwegian standards for design and construction of concrete structures ( Ref . 10 ) . The following premises have been taken regarding fabrication , transport and installation of the structure : The structure would be ...
... performed using Norwegian standards for design and construction of concrete structures ( Ref . 10 ) . The following premises have been taken regarding fabrication , transport and installation of the structure : The structure would be ...
Page 653
... performed in the three modes of surge , heave , and pitch with the angle amplitude of the potentiometer set at 0.015m , 0.015m , and 0.03491 radian with forced oscillation period from 0.7 to 3.0 sec . Further , experiment on the forced ...
... performed in the three modes of surge , heave , and pitch with the angle amplitude of the potentiometer set at 0.015m , 0.015m , and 0.03491 radian with forced oscillation period from 0.7 to 3.0 sec . Further , experiment on the forced ...
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