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 346
... Static Catenary Theory The displacement of any point of POSEIDON can be calculated by the motions of six freedom . Then the time series of horizontal and vertical distances between mooring point and anchor point are obtained , which ...
... Static Catenary Theory The displacement of any point of POSEIDON can be calculated by the motions of six freedom . Then the time series of horizontal and vertical distances between mooring point and anchor point are obtained , which ...
Page 547
... static conditions . The numerical results for the dynamic tension of towing line in various conditions are shown in figures as charts for the purpose of selection of lines , initial tensions and other towing plans . the dynamic analysis ...
... static conditions . The numerical results for the dynamic tension of towing line in various conditions are shown in figures as charts for the purpose of selection of lines , initial tensions and other towing plans . the dynamic analysis ...
Page 580
... static analysis and it was recently extended to the dynamic behaviour of frames . Both the static and dynamic analyses recognize some variation from the complete rigidity , commonly expressed by a relationship between a moment M and a ...
... static analysis and it was recently extended to the dynamic behaviour of frames . Both the static and dynamic analyses recognize some variation from the complete rigidity , commonly expressed by a relationship between a moment M and a ...
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