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 550
... shown in Fig.8 and Table 2. The selected calculation conditions are presented in Table 3 and the assumed condition of motion is shown in Fig.9 . From statical analysis we can get the configuration of towline as shown in Fig.10 in the ...
... shown in Fig.8 and Table 2. The selected calculation conditions are presented in Table 3 and the assumed condition of motion is shown in Fig.9 . From statical analysis we can get the configuration of towline as shown in Fig.10 in the ...
Page 704
... shown in Table 1 . The calulation conditions of the hulls such as draft , GM , volume of flooded compartment are shown in Table 2 , for both operational and survival conditions . The direcion of wind and waves relative to the ...
... shown in Table 1 . The calulation conditions of the hulls such as draft , GM , volume of flooded compartment are shown in Table 2 , for both operational and survival conditions . The direcion of wind and waves relative to the ...
Page 706
... shown in Fig . 5 , the 1/10 highest mean amplitude of inclination and relative motion in Fig . 6 , for various flooding volume of a outermost compartment of lowerhull of the operation conditions . From these results , it is observed ...
... shown in Fig . 5 , the 1/10 highest mean amplitude of inclination and relative motion in Fig . 6 , for various flooding volume of a outermost compartment of lowerhull of the operation conditions . From these results , it is observed ...
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