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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 173
An Expensive Optimization based Computational Intelligence Method for Railway Track Parameter Identification A. Núñez, M. Oregui and M. Molodova
Section of Road and Railway Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, The Netherlands , "An Expensive Optimization based Computational Intelligence Method for Railway Track Parameter Identification", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 173, 2014. doi:10.4203/ccp.106.173
Keywords: railway track model, railway track parameter identification by hammer test, particle swarm optimization for expensive multiobjective optimization..
Summary
To reduce the subjectivity in the identification of the railway tracks parameters, in
this paper an expensive optimization procedure is proposed using a modified version
of particle swarm optimization to cope with multiobjective optimization with
subjective decisions. From the optimization point of view, the railway track model is
a black-box from where given a set of in-service railway track parameters a nonparametric
response is provided. The final goal is to identify track parameters whose
simulation better fits with real measurements. The simulation is computationally
expensive and only sixteen licences of the software LS-Dyna are used in multiple
cores. The optimization algorithm searches for the set of possible track parameters
that provide the best performance in terms of multiple objectives, aiming to (1)
mathematically determine a good-fit while dealing with a global optimal search over
a non-convex optimization problem, (2) speed-up the fitting process, (3) include
multiple objectives such as robustness to cope with a statistically reliable number of
different measurements for one track, a good fit of the main seven characteristics of
the railway track, and the overall good fit of the non-parametric representation of the
track response, and (4) include subjectivity of the expert by selecting the best
solutions from an alpha-pareto solution set.
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