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 414
... considered also through Fig . 7. In this figure the first mode shape is plotted for sufficiently high flexural rigidity K and tension ratio T. The mode is given for three different combinations of end supports , i.e. , clamped - clamped ...
... considered also through Fig . 7. In this figure the first mode shape is plotted for sufficiently high flexural rigidity K and tension ratio T. The mode is given for three different combinations of end supports , i.e. , clamped - clamped ...
Page 429
... considered for this simulation . The current velocity at the sea level is 1.5 m / s , and in the bottom the velocity is 0.1 m / s . To observe the effect of buoy motions in reducing of the rigid riser service , the bending stresses in ...
... considered for this simulation . The current velocity at the sea level is 1.5 m / s , and in the bottom the velocity is 0.1 m / s . To observe the effect of buoy motions in reducing of the rigid riser service , the bending stresses in ...
Page 645
... considered so far , loading was driven by wind and waves as well as soil interaction and water depth variation . These aspects will be considered in more detail . Requirements Wind / Waves The loads of OWTs depend largely on wind and ...
... considered so far , loading was driven by wind and waves as well as soil interaction and water depth variation . These aspects will be considered in more detail . Requirements Wind / Waves The loads of OWTs depend largely on wind and ...
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