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 189
... jacket legs will be subjected to variable lateral displacements and approximately constant axial forces . That is why jacket legs act as portals . In the meantime , jacket diagonal and horizontal braces will be subjected to varying ...
... jacket legs will be subjected to variable lateral displacements and approximately constant axial forces . That is why jacket legs act as portals . In the meantime , jacket diagonal and horizontal braces will be subjected to varying ...
Page 266
... jacket and acts as a constant load . The lateral wave load is the load , which would push the structure to its ultimate capacity . This load is extracted from " SACS " software that is capable of distributing the wave load on jacket ...
... jacket and acts as a constant load . The lateral wave load is the load , which would push the structure to its ultimate capacity . This load is extracted from " SACS " software that is capable of distributing the wave load on jacket ...
Page 267
... jacket when it is modeled with its piles reaches 2000 Tons . This amount start to decrease after some element failure occurs . The soil Non - Linear properties are fully utilized , since all soil layers from top of the jacket until the ...
... jacket when it is modeled with its piles reaches 2000 Tons . This amount start to decrease after some element failure occurs . The soil Non - Linear properties are fully utilized , since all soil layers from top of the jacket until the ...
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