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 349
... UNIT - M 30 MIN . S9110211 0.00 -2.50 -5.00 MIN . 10 15 20 26 30 MIN . MEAN -8.66 MAX - 2.02 AMSURGEL UNIT - M S9110211 5.00 2.50 0.00 -2.50 -5.00 5 10 15 20 25 30 MIN . MEAN = 11.37 0.50 0.25 MEAN- 0.03 MAX = 4. 1.00 1.00 MAX - 0.00 ...
... UNIT - M 30 MIN . S9110211 0.00 -2.50 -5.00 MIN . 10 15 20 26 30 MIN . MEAN -8.66 MAX - 2.02 AMSURGEL UNIT - M S9110211 5.00 2.50 0.00 -2.50 -5.00 5 10 15 20 25 30 MIN . MEAN = 11.37 0.50 0.25 MEAN- 0.03 MAX = 4. 1.00 1.00 MAX - 0.00 ...
Page 350
... UNIT - TON S91 114 11 0.50 0.25 -5.00 5 10 15 20 25 30 MIN . 0.00 MEAN - O . 02 MAX - 2.83 VERTICAL UNIT - M 5.00 v ( t ) 2.50 0.00 -2.50 -5.00 S9111905 -0.25 ( b ) simulated by static catenary theory -0.50 5 10 16 20 26 Fig.7 Low ...
... UNIT - TON S91 114 11 0.50 0.25 -5.00 5 10 15 20 25 30 MIN . 0.00 MEAN - O . 02 MAX - 2.83 VERTICAL UNIT - M 5.00 v ( t ) 2.50 0.00 -2.50 -5.00 S9111905 -0.25 ( b ) simulated by static catenary theory -0.50 5 10 16 20 26 Fig.7 Low ...
Page 372
... unit , Petrobras XX , moored at 600 m ( 1,969 ft ) water depth , gathering ten satellite wells ( including the two ... unit will be a GVA 4000 semi - submersible , converted from a flotel to a production unit . It will be equipped with a ...
... unit , Petrobras XX , moored at 600 m ( 1,969 ft ) water depth , gathering ten satellite wells ( including the two ... unit will be a GVA 4000 semi - submersible , converted from a flotel to a production unit . It will be equipped with 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