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 188
... soil - pile- structure interaction analysis and is commonly used in professional engineering and research practices . Generally , BNWF models are versatile and economical methods that can account for various complicated conditions in a ...
... soil - pile- structure interaction analysis and is commonly used in professional engineering and research practices . Generally , BNWF models are versatile and economical methods that can account for various complicated conditions in a ...
Page 250
... soil . A tension cut - off limit has also been introduced in the model for the soil part which allows for a limited tensile strength in the soil . Six - node triangular elements which perform well for most types of calculations ...
... soil . A tension cut - off limit has also been introduced in the model for the soil part which allows for a limited tensile strength in the soil . Six - node triangular elements which perform well for most types of calculations ...
Page 520
should allow for the variation of soil properties with depth , nonlinear soil behavior , nonlinear behavior of pile , soil interfaces and energy dissipation through radiation and hysteretic damping . When a pile is subjected to ...
should allow for the variation of soil properties with depth , nonlinear soil behavior , nonlinear behavior of pile , soil interfaces and energy dissipation through radiation and hysteretic damping . When a pile is subjected to ...
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