Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10American Society of Mechanical Engineers, 1991 - Arctic regions |
From inside the book
Results 1-3 of 76
Page 362
reservoir , with wells at up to 1,900 m water depth . Some factors were considered in order to locate the stationary production units ( SPUs ) to be installed in the Albacora field , such as : • the distance between the wells ( drainage ...
reservoir , with wells at up to 1,900 m water depth . Some factors were considered in order to locate the stationary production units ( SPUs ) to be installed in the Albacora field , such as : • the distance between the wells ( drainage ...
Page 691
... Water Depth Line lenght : Pre - tension . All these parameters were changed for intact and damaged conditions combined with failure of lines 7 and 8 . Effect of fairleader height . The position of fairleader depends on many operational ...
... Water Depth Line lenght : Pre - tension . All these parameters were changed for intact and damaged conditions combined with failure of lines 7 and 8 . Effect of fairleader height . The position of fairleader depends on many operational ...
Page 692
... water depth increases , in a intact or damaged condition with all the mooring lines . On the other hand , when some lines fail , the CR decreases with water depth . 4 ) Because of the strong relation between water depth and line length ...
... water depth increases , in a intact or damaged condition with all the mooring lines . On the other hand , when some lines fail , the CR decreases with water depth . 4 ) Because of the strong relation between water depth and line length ...
Contents
CASE HISTORIES OFFSHORE STRUCTURES | 331 |
OFFSHORE TECHNOLOGY PART | 337 |
OFFSHORE STRUCTURE CONCEPTS | 361 |
Copyright | |
20 other sections not shown
Other editions - View all
Common terms and phrases
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