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 147
... considered only for visualization purposes , but are not considered by the contact model . This provides more efficiency to the contact algorithm once the search for contact is made in a smaller domain . Table 3 - Main geometric ...
... considered only for visualization purposes , but are not considered by the contact model . This provides more efficiency to the contact algorithm once the search for contact is made in a smaller domain . Table 3 - Main geometric ...
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 ...
Page 654
... considered offshore installation . This calculation must be performed for the platform or for all installations in the offshore wind farm and for all routes located in the considered sea area . The set of possible collision courses is ...
... considered offshore installation . This calculation must be performed for the platform or for all installations in the offshore wind farm and for all routes located in the considered sea area . The set of possible collision courses is ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine