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 10 - Natural Periods for the five static simulations Natural Periods ( s ) – G. Jacobi Method - Prosim Roll ... Table 11. The second column of this table reproduces results from the first line of Table 10 ( The natural periods of ...
... Table 10 - Natural Periods for the five static simulations Natural Periods ( s ) – G. Jacobi Method - Prosim Roll ... Table 11. The second column of this table reproduces results from the first line of Table 10 ( The natural periods of ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine