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 121
... linear case will remain constant independent of the displacements . This type of model may give a significant over - prediction of bending stresses at the touch down point since a linear spring will give tensile forces instead of being ...
... linear case will remain constant independent of the displacements . This type of model may give a significant over - prediction of bending stresses at the touch down point since a linear spring will give tensile forces instead of being ...
Page 125
... linear ( red dashed lines ) and non - linear ( black solid lines ) bottom springs Figure 4 Friction model The model is a combination of a linear spring and Coulomb friction . The load level that allows the pipe to slide with a constant ...
... linear ( red dashed lines ) and non - linear ( black solid lines ) bottom springs Figure 4 Friction model The model is a combination of a linear spring and Coulomb friction . The load level that allows the pipe to slide with a constant ...
Page 267
... Linear properties are fully utilized , since all soil layers from top of the jacket until the penetration depth together with their Non - Linear properties are completely modeled . The capacity is minimum when the jacket is pinned . In ...
... Linear properties are fully utilized , since all soil layers from top of the jacket until the penetration depth together with their Non - Linear properties are completely modeled . The capacity is minimum when the jacket is pinned . In ...
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