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Computational Science, Engineering & Technology Series
ISSN 1759-3158 CSETS: 32
CIVIL AND STRUCTURAL ENGINEERING COMPUTATIONAL METHODS Edited by: Y. Tsompanakis, P. Iványi and B.H.V. Topping
Chapter 9
A Genetic Algorithm based Decision Support System for Railway Track Maintenance and Renewal Management H. Guler
Faculty of Engineering, Karlsruhe University of Applied Sciences, Germany H. Guler, "A Genetic Algorithm based Decision Support System for Railway Track Maintenance and Renewal Management", in Y. Tsompanakis, P. Iványi and B.H.V. Topping, (Editors), "Civil and Structural Engineering Computational Methods", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 9, pp 171-183, 2013. doi:10.4203/csets.32.9
Keywords: genetic algorithms, decision support systems, railway track maintenance
and renewal.
Abstract
This paper describes a genetic algorithm based decision support system approach for
railway track maintenance and renewal management system to analyse the track
components and to suggest methods for helping the track managers and engineers.
Genetic algorithms, which are strong adaptive optimization methods based on
biological principles, were used to find optimized railway track maintenance and
renewal (M&R) works. Genetic algorithms (GAs) are a kind of numerical
optimisation algorithm inspired by both natural selection and genetic recombination.
In this paper, interviews with track maintenance experts and a comprehensive
literature survey were used to develop a decision support system, including some
decision rules on track M&R. Based on these decision rules, the genetic algorithm
techniques were used at the optimisation stage and reasonable results were found for
optimized track M&R plans. The developed method is based on replacing more
expensive track M&R plans with ones that are less expensive but similar to the
original M&R plans. Finally, a network-scale assessment and consequential M&R
needs were obtained by using GAs' techniques. Results of this study showed that
with an optimal choice of population size and time, a best solution with the given
constraints could be achieved in the means of maintenance and renewal of the
railway tracks. Consequently, it was observed that more accurate solutions can be
achieved with the increase of the sensitivity of the reference data.
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