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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine