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 67
... locations by using wave probes at these points and to measure the wave vertical impact forces by using load cells located at three different positions , as well . The eight wave probes and three load cells were fixed to the model at ...
... locations by using wave probes at these points and to measure the wave vertical impact forces by using load cells located at three different positions , as well . The eight wave probes and three load cells were fixed to the model at ...
Page 193
... locations ( bedrock depth of 95m ) Spectra ( 0.19 ) O 001 ARS for Topside at COG Elevation ( Kobe Earthquake ) 01 Period ( sec ) ARS for Jacket at Top Elevation ( Kobe Earthquake ) 135-01 135-02 135-03 10 10 20 95-01 -05-02 -95-03 10 40 ...
... locations ( bedrock depth of 95m ) Spectra ( 0.19 ) O 001 ARS for Topside at COG Elevation ( Kobe Earthquake ) 01 Period ( sec ) ARS for Jacket at Top Elevation ( Kobe Earthquake ) 135-01 135-02 135-03 10 10 20 95-01 -05-02 -95-03 10 40 ...
Page 588
... locations on the structure and to provide the Weibull parameters for these different structural locations for further detailed fatigue analysis . Using the spectral method , a long - term stress distribution shall be used to compute a ...
... locations on the structure and to provide the Weibull parameters for these different structural locations for further detailed fatigue analysis . Using the spectral method , a long - term stress distribution shall be used to compute a ...
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