Technical Papers
Oct 18, 2021

Simplified Exhaustive Search Approach for Estimating the Nonhomogeneous Transition Probabilities for Infrastructure Asset Management

Publication: Journal of Infrastructure Systems
Volume 28, Issue 1

Abstract

A simplified exhaustive search approach is proposed to estimate the nonhomogeneous transition probabilities for a particular infrastructure element. The yearly nonhomogeneous transition probabilities associated with discrete-time Markovian chains can be estimated for a given analysis period mainly using observed performance ratings. The proposed approach is applicable to Markov chains comprised of only two state transitions, namely remaining in the same current state or transiting to the next worse one. The exhaustive search aims at finding two optimal deterioration exponents that would yield the optimal initial and terminal transition probabilities subject to a minimal difference between the predicted and observed performance ratings for each transition. Therefore, the exhaustive optimization is mainly carried out with respect to two parameters only. A limited number of annual infrastructure performance ratings spanned over an analysis period is required to estimate the corresponding initial and terminal transition probabilities. In contrast, the intermediate transition probabilities for each transition can be estimated using either linear or quadratic approximation. The sample results presented for both hypothetical and actual performance data indicated the simplicity and efficiency of the proposed approach in yielding reliable optimal solutions. In particular, the results indicated that there is more than one compatible solution, and that a Markov chain with a smaller size is required when the deterioration rates are higher considering only two state transitions.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 28Issue 1March 2022

History

Received: Apr 9, 2021
Accepted: Sep 15, 2021
Published online: Oct 18, 2021
Published in print: Mar 1, 2022
Discussion open until: Mar 18, 2022

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Professor, Dept. of Civil Engineering, Birzeit Univ., P.O. Box 14, Birzeit, West Bank, Palestine. ORCID: https://orcid.org/0000-0003-2224-0462. Email: [email protected]

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  • Data Cleaning Framework for Pavement Maintenance and Rehabilitation Decision-Making in Pavement Management System Based on Artificial Neural Networks, Journal of Infrastructure Systems, 10.1061/JITSE4.ISENG-2479, 30, 3, (2024).
  • Bi-objective pavement maintenance and rehabilitation optimization decision-making model incorporating the construction length of preventive maintenance projects, Structure and Infrastructure Engineering, 10.1080/15732479.2023.2184394, (1-15), (2023).
  • Stochastic-based pavement rehabilitation model at the network level with prediction uncertainty considerations, Road Materials and Pavement Design, 10.1080/14680629.2022.2164330, (1-19), (2023).
  • Simplified Markovian-based pavement management model for sustainable long-term rehabilitation planning, Road Materials and Pavement Design, 10.1080/14680629.2022.2048055, 24, 3, (850-865), (2022).
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  • A review on empirical methods of pavement performance modeling, Construction and Building Materials, 10.1016/j.conbuildmat.2022.127968, 342, (127968), (2022).

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