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 68
... shows the largest wave amplification . This high wave amplification between columns may be caused by the interaction of waves with columns . Figures 7-9 show the maximum wave elevation and consequently minimum air gap at different ...
... shows the largest wave amplification . This high wave amplification between columns may be caused by the interaction of waves with columns . Figures 7-9 show the maximum wave elevation and consequently minimum air gap at different ...
Page 200
... 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 maximum stress at ...
... 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 maximum stress at ...
Page 510
... shows , through animation , the spatial configuration of each of these elements in each moment of time . After setting up the scene , the user may navigate within it and control the animation and several animation and visualization ...
... shows , through animation , the spatial configuration of each of these elements in each moment of time . After setting up the scene , the user may navigate within it and control the animation and several animation and visualization ...
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