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 212
... problem . The inte- rior elements can be regular . However , in order to solve the problem having an arbitrary analysis domain configuration , elements connected to or near the analysis domain bound- ary might need to be irregular . The ...
... problem . The inte- rior elements can be regular . However , in order to solve the problem having an arbitrary analysis domain configuration , elements connected to or near the analysis domain bound- ary might need to be irregular . The ...
Page 432
... problem . The inte- rior elements can be regular . However , in order to solve the problem having an arbitrary analysis domain configuration , elements connected to or near the analysis domain bound- ary might need to be irregular . The ...
... problem . The inte- rior elements can be regular . However , in order to solve the problem having an arbitrary analysis domain configuration , elements connected to or near the analysis domain bound- ary might need to be irregular . The ...
Page 448
... problem was con- sidered as a second - order problem for a body either fixed or undergoing first - order motions . Therefore , viscous - diffraction problem can be assumed to be consisted of two sub - problems . In the first problem we ...
... problem was con- sidered as a second - order problem for a body either fixed or undergoing first - order motions . Therefore , viscous - diffraction problem can be assumed to be consisted of two sub - problems . In the first problem we ...
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