Expert judgment in life-cycle degradation and maintenance modelling for steel bridges

Conference Paper (2016)
Author(s)

A Kosgodagan (École des Mines de Nantes, TNO)

NO Morales-Napoles (TU Delft - Hydraulic Structures and Flood Risk)

J. Maljaars (Eindhoven University of Technology)

W Courage (TNO)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2016 A Kosgodagan, O. Morales Napoles, J Maljaars, W Courage
DOI related publication
https://doi.org/10.1201/9781315375175-313
More Info
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Publication Year
2016
Language
English
Copyright
© 2016 A Kosgodagan, O. Morales Napoles, J Maljaars, W Courage
Research Group
Hydraulic Structures and Flood Risk
Pages (from-to)
2130–2137
ISBN (print)
978-1-138-02847-0
ISBN (electronic)
978-1-4987-7701-8
Reuse Rights

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Abstract

Markov-based models for predicting deterioration for civil infrastructures are widely recognized as suitable tools addressing this mechanism. The objective of this paper is to provide insights regarding a network of orthotropic steel bridges in terms of degradation. Consequently, a model combining a dynamic Bayesian network and a Markov chain is first introduced that builds up the network in a concise way. In an attempt to represent a network composed of two general classes of orthotropic steel bridges, the classical method of structured expert judgment is carried out as a quantification procedure. The first objective is to indirectly elicit transition probabilities for a Markov chain that probabilistically describes how each type bridge temporally deteriorates. Second, experts are asked to provide estimates on required conditional probabilities related to the Bayesian network. An in-depth analysis of the results is presented so that remarks and observations are subsequently pointed out and, finally conclusions are drawn.

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