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
332 333. depth , the 2nd largest tension minimum coincides with the largest bending moment maxima . Table 5 Length in compression , minimum effective tension and maximum bending moment values from 500 and 1800 m water depth . Values for ...
332 333. depth , the 2nd largest tension minimum coincides with the largest bending moment maxima . Table 5 Length in compression , minimum effective tension and maximum bending moment values from 500 and 1800 m water depth . Values for ...
Page 335
... tension ( kN ) , max . bending moment ( kNm ) -2.5 -500 1000 500 Regular - min force max moment Irregular : 16.5 m , 16.5 s 14.5 m , 16.0 s 12.0 m , 15.5 s Figure 19 Corresponding maxima of effective tension / bending moment and axial ...
... tension ( kN ) , max . bending moment ( kNm ) -2.5 -500 1000 500 Regular - min force max moment Irregular : 16.5 m , 16.5 s 14.5 m , 16.0 s 12.0 m , 15.5 s Figure 19 Corresponding maxima of effective tension / bending moment and axial ...
Page 473
... tension is described in the next section . 2.3 Short - Term Extreme Design Tendon Tension Short term response of a TLP refers to the behavior of the system to a pre - defined environment , such as a 100 - year event for a specified ...
... tension is described in the next section . 2.3 Short - Term Extreme Design Tendon Tension Short term response of a TLP refers to the behavior of the system to a pre - defined environment , such as a 100 - year event for a specified ...
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