Document Type
Conference Proceeding
Language
eng
Format of Original
10 p.
Publication Date
2013
Publisher
Concrete Institute of Australia
Source Publication
Proceedings of Concerete 2013: "Understanding Concrete"
Source ISSN
9781877040733
Abstract
Markovian transition probability matrices employing condition states are often used in bridge management systems to determine optimal intervention strategies. This approach assumes a constant deterioration matrix throughout the entire analysis period. However, in order to adequately model and evaluate intervention options such as fiber-reinforced polymer (FRP) strengthening, it is necessary to model the impact of the intervention on the deterioration rate. This paper presents a Markovian based approach to model interventions that impact deteriorating rates. A model employing this approach is proposed. A methodology to determine the optimal intervention strategy based on steady state probabilities is then presented. The proposed model and methodology are illustrated in an evaluation of intervention options for a concrete girder bridge.
Recommended Citation
Fernando, Dilum; Wan, Baolin; and Walbridge, Scott, "Evaluation of Bridge Maintenance Interventions under Changing Deterioration Rates: A Markovian-Based Methodology" (2013). Civil and Environmental Engineering Faculty Research and Publications. 39.
https://epublications.marquette.edu/civengin_fac/39
Comments
Published version. Published as part of the proceedings of the conference, Concrete 2013: "Understanding Concrete", 2013: 1-10. Publisher Link. © 2013 Concrete Institute of Australia. Used with permission.