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
definition of static stable configurations for complex systems of flexible lines , under the action of all static load components . The static configurations obtained can be used in a subsequent dynamic analysis , guaranteeing a ...
definition of static stable configurations for complex systems of flexible lines , under the action of all static load components . The static configurations obtained can be used in a subsequent dynamic analysis , guaranteeing a ...
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 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