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 84
... Table 12. The orientation of the wave and current is to North . Table 12 - Environmental conditions Current Profile Depth Speed Azimuth ( m ) ( m / s ) Going to ( degrees ) 0 1,78 N 0 0 N 0 Regular Wave Coming Azimuth H Tp 3 10 from S ...
... Table 12. The orientation of the wave and current is to North . Table 12 - Environmental conditions Current Profile Depth Speed Azimuth ( m ) ( m / s ) Going to ( degrees ) 0 1,78 N 0 0 N 0 Regular Wave Coming Azimuth H Tp 3 10 from S ...
Page 200
... Table ( 2 ) shows the effects of environmental preloading for impact to the brace . According to this table , environmental loads cause an increase of 1.1 % in the maximum stress at the impacted member and increase of 5.7 % in the ...
... Table ( 2 ) shows the effects of environmental preloading for impact to the brace . According to this table , environmental loads cause an increase of 1.1 % in the maximum stress at the impacted member and increase of 5.7 % in the ...
Page 218
... Table 2. The influence of axial force can be seen in this table . The analysis of changing the compressive force to a tensile one is also carried out . Numerical results regarding convergence test are listed in Table 3. The first four ...
... Table 2. The influence of axial force can be seen in this table . The analysis of changing the compressive force to a tensile one is also carried out . Numerical results regarding convergence test are listed in Table 3. The first four ...
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