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 87
... PILE AXIAL DESIGN IN SANDS AND CLAYS Table 1 Various methods and their required inputs Sands Flim. OMAE2006-92130 Neil Morgan Cathie Associates , Belgium lan Finnie Lloyds Register EMEA , UK ABSTRACT Most offshore pile axial design is ...
... PILE AXIAL DESIGN IN SANDS AND CLAYS Table 1 Various methods and their required inputs Sands Flim. OMAE2006-92130 Neil Morgan Cathie Associates , Belgium lan Finnie Lloyds Register EMEA , UK ABSTRACT Most offshore pile axial design is ...
Page 188
... ( pile - soil interaction ) and above seabed ( pile- structure interaction ) modeling respectively . number of discrete layers . Pile response is traced independently at nodal points of the pile segments within each layer . The dynamic ...
... ( pile - soil interaction ) and above seabed ( pile- structure interaction ) modeling respectively . number of discrete layers . Pile response is traced independently at nodal points of the pile segments within each layer . The dynamic ...
Page 267
... piled case , except that the stiffness and strength differs from the piled case and as a result , reaches the ultimate capacity at smaller displacements . As previously stated , the jacket is also modeled with linear pile - stubs and is ...
... piled case , except that the stiffness and strength differs from the piled case and as a result , reaches the ultimate capacity at smaller displacements . As previously stated , the jacket is also modeled with linear pile - stubs and 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