Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 131
... configuration in order to define the finite element mesh . Usually this configuration is obtained by the classic catenary equations . However , in more complex problems these equations cannot be applied . Therefore , the objective of ...
... configuration in order to define the finite element mesh . Usually this configuration is obtained by the classic catenary equations . However , in more complex problems these equations cannot be applied . Therefore , the objective of ...
Page 138
... configuration assumed by the line is shown in Figure 5 . Figure 4 - Static stable configuration ( without current and initial imperfection ) Figure 1 - Offloading floating hose scheme The pre - processing interface automatically ...
... configuration assumed by the line is shown in Figure 5 . Figure 4 - Static stable configuration ( without current and initial imperfection ) Figure 1 - Offloading floating hose scheme The pre - processing interface automatically ...
Page 140
... configuration in situations where the Newton - Raphson Method fails ( as is usual in complex configuration of flexible lines ) . Although in some cases DRM may request a little more CPU time than the NRM , the cost of the static ...
... configuration in situations where the Newton - Raphson Method fails ( as is usual in complex configuration of flexible lines ) . Although in some cases DRM may request a little more CPU time than the NRM , the cost of the static ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine