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 169
... simulation duration of Case 1 is plotted in Fig . 7 , and the same is repeated for bending moment in Fig . 8 . Frequency domain simulations are performed for Cases 1 , 2 and 4 , and comparisons of time and frequency domain results for ...
... simulation duration of Case 1 is plotted in Fig . 7 , and the same is repeated for bending moment in Fig . 8 . Frequency domain simulations are performed for Cases 1 , 2 and 4 , and comparisons of time and frequency domain results for ...
Page 337
... simulations ; they may be used to concentrate simulation efforts to where they will be most useful . The use of short simulations of intervals where extreme response is expected has previously been applied to tensioned and flexible ...
... simulations ; they may be used to concentrate simulation efforts to where they will be most useful . The use of short simulations of intervals where extreme response is expected has previously been applied to tensioned and flexible ...
Page 522
... Simulation ( NERA Calculated ) Depth ( m ) Maxemum Rei Displ ( m / s ) Maximum Shear Stress ( kPa ) 0 2 4 0 50 100 0 0 10 10 15 25 25 Fig . 10 , Maximum Rel . Displ.and Maximum Shear stress of soil during CSP3 - K Earthquake Simulation ...
... Simulation ( NERA Calculated ) Depth ( m ) Maxemum Rei Displ ( m / s ) Maximum Shear Stress ( kPa ) 0 2 4 0 50 100 0 0 10 10 15 25 25 Fig . 10 , Maximum Rel . Displ.and Maximum Shear stress of soil during CSP3 - K Earthquake Simulation ...
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