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 43
... curve ; - Pipe wall thickness ( mm ) ; ( 3 ) - Maximum pipe wall thickness for SN curve - 25mm . It is recommended that an appropriate S - N curve from a recognized national or international standard be the basic component SN fatigue design ...
... curve ; - Pipe wall thickness ( mm ) ; ( 3 ) - Maximum pipe wall thickness for SN curve - 25mm . It is recommended that an appropriate S - N curve from a recognized national or international standard be the basic component SN fatigue design ...
Page 291
... curve can be obtained from the cross curves for the damage condition , considering the CG at the center of the base plan . After the following correction due to the effect off - center CG and due to rise of the VCG must be made : GZ ...
... curve can be obtained from the cross curves for the damage condition , considering the CG at the center of the base plan . After the following correction due to the effect off - center CG and due to rise of the VCG must be made : GZ ...
Page 617
... curve s does not slip on the cylinder surface , each point p2 on the curve can be expressed by the straight- cylinder - position p1 in addition to global radius of curvature , p and angle , see Figure 3 . FIGURE 2 - CONFIGURATION OF ...
... curve s does not slip on the cylinder surface , each point p2 on the curve can be expressed by the straight- cylinder - position p1 in addition to global radius of curvature , p and angle , see Figure 3 . FIGURE 2 - CONFIGURATION OF ...
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