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 359
... pressure gauges were installed on these platforms which give continuous measurements . SEABED PRESSURE GAUGES We installed four seabed pressure gauge systems during the second and third quarter of 1987 and seven more during the summer ...
... pressure gauges were installed on these platforms which give continuous measurements . SEABED PRESSURE GAUGES We installed four seabed pressure gauge systems during the second and third quarter of 1987 and seven more during the summer ...
Page 452
... Pressure Hull The pressure hull is 7.0 m in diameter and 20.0 m long . It contains the engine room , the crew accommodation and the control room ( Fig . 4 ) . The pressure hull is a stiffened cylinder with unstiffened hemispherical ...
... Pressure Hull The pressure hull is 7.0 m in diameter and 20.0 m long . It contains the engine room , the crew accommodation and the control room ( Fig . 4 ) . The pressure hull is a stiffened cylinder with unstiffened hemispherical ...
Page 478
... pressure on the structure on rubble - mound embedded in soil medium does not depend on the permeability of the soil medium , i.e. the change of Cs has little influence on the computing results of pressure . While in the case without ...
... pressure on the structure on rubble - mound embedded in soil medium does not depend on the permeability of the soil medium , i.e. the change of Cs has little influence on the computing results of pressure . While in the case without ...
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