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
... static equilibrium 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 ...
... static equilibrium 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 ...
Page 132
... static configurations obtained can be used in a subsequent dynamic analysis , guaranteeing a solution that is stable ... static solution of structural mechanics problems in general . This method is based on the fact that the static ...
... static configurations obtained can be used in a subsequent dynamic analysis , guaranteeing a solution that is stable ... static solution of structural mechanics problems in general . This method is based on the fact that the static ...
Page 140
... static stable configuration under the action of all static components of the loads , including current . The performance gain in the dynamic analysis is considerable , due to the reduction of the unnecessary transient part of the ...
... static stable configuration under the action of all static components of the loads , including current . The performance gain in the dynamic analysis is considerable , due to the reduction of the unnecessary transient part of the ...
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