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 239
... calculation . The direction of the pin is parallel in the direction of y . The calculated maximum response was compared with the experiment result . The riser is divided into 120 elements in the behavior calculation by taking CPU time ...
... calculation . The direction of the pin is parallel in the direction of y . The calculated maximum response was compared with the experiment result . The riser is divided into 120 elements in the behavior calculation by taking CPU time ...
Page 522
... calculated in each event and were plotted in Fig . 7 to 10. Calculated and recorded horizontal Acceleration Response Spectra ( ARS ) within different soil layers ( considering 5 % of damping ) for CSP3 shaking events are shown in Fig 11 ...
... calculated in each event and were plotted in Fig . 7 to 10. Calculated and recorded horizontal Acceleration Response Spectra ( ARS ) within different soil layers ( considering 5 % of damping ) for CSP3 shaking events are shown in Fig 11 ...
Page 524
... Calculate by NERA Calculate by EERA Acceleration ( g ) 0.9 045 -0.45 -09 10 0 Super Structure Acceleration -Calculated by DRAIN 30X - NERA ( -5 % Recorded cap 10 15 20 Time ( sec ) Fig.20 ARS of soil profile in CSP3 - k simulation at ...
... Calculate by NERA Calculate by EERA Acceleration ( g ) 0.9 045 -0.45 -09 10 0 Super Structure Acceleration -Calculated by DRAIN 30X - NERA ( -5 % Recorded cap 10 15 20 Time ( sec ) Fig.20 ARS of soil profile in CSP3 - k simulation at ...
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