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 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