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 332
... bending moment values from 500 and 1800 m water depth . Values for the element with maximum bending moment . Hs Tp Peak Water Lc para depth In all , there are around 12 intervals for the 500 m water depth where significant compression ...
... bending moment values from 500 and 1800 m water depth . Values for the element with maximum bending moment . Hs Tp Peak Water Lc para depth In all , there are around 12 intervals for the 500 m water depth where significant compression ...
Page 334
... moment 78.2 s 79.5 s tension and bending moment minima and maxima from the three seastates are plotted in Figure 18. Each bending moment maximum is plotted against the closest effective tension minimum and likewise for bending moment ...
... moment 78.2 s 79.5 s tension and bending moment minima and maxima from the three seastates are plotted in Figure 18. Each bending moment maximum is plotted against the closest effective tension minimum and likewise for bending moment ...
Page 463
... bending moments at the instrumentation locations that result from the same current loading . It can be seen that ... Moment due to Current Bending Moment due to Equivalent Transverse Load 20 40 Bending Moment ( kNm ) 60 60 Figure 6 ...
... bending moments at the instrumentation locations that result from the same current loading . It can be seen that ... Moment due to Current Bending Moment due to Equivalent Transverse Load 20 40 Bending Moment ( kNm ) 60 60 Figure 6 ...
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