Quantitative resilience assessment for civil infrastructure with dynamic deterioration processes

Civil infrastructure is increasingly vulnerable to deterioration threats (such as corrosion) due to climate change. This deterioration process can change the resilience of civil infrastructure to natural disasters. This paper presents a resilience quantification framework for civil infrastructure with dynamic deterioration processes. Within this framework, a time-homogeneous Markov process is used to model the temporal evolution of civil infrastructure performance, based on which its resilience is quantified. Four resilience measures (resistance, absorption, recovery, and overall resilience) are further introduced to characterise the key dimensions of infrastructure resilience. Besides, the framework is applied to a case study of a bridge in Ontario, Canada, using real condition data to assess its resilience. The findings affirm that the framework effectively characterises the resilience of civil infrastructure facing deterioration and offers practical insights for civil infrastructure designers and operators, enhancing their ability to predict resilience and improve maintenance strategies.

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Publication Details

Journal
Structure and Infrastructure Engineering
Published
2026-09-28
DOI
https://doi.org/10.1080/15732479.2026.2739544
Primary Topic
Infrastructure Resilience and Vulnerability Analysis
Type
article
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Quantitative resilience assessment for civil infrastructure with dynamic deterioration processes

Zuofei Shen, Tiemin Liu
Structure and Infrastructure Engineering
Infrastructure Resilience and Vulnerability Analysis
article

Quantitative resilience assessment for civil infrastructure with dynamic deterioration processes

Zuofei Shen, Tiemin Liu
article en

Abstract

Civil infrastructure is increasingly vulnerable to deterioration threats (such as corrosion) due to climate change. This deterioration process can change the resilience of civil infrastructure to natural disasters. This paper presents a resilience quantification framework for civil infrastructure with dynamic deterioration processes. Within this framework, a time-homogeneous Markov process is used to model the temporal evolution of civil infrastructure performance, based on which its resilience is quantified. Four resilience measures (resistance, absorption, recovery, and overall resilience) are further introduced to characterise the key dimensions of infrastructure resilience. Besides, the framework is applied to a case study of a bridge in Ontario, Canada, using real condition data to assess its resilience. The findings affirm that the framework effectively characterises the resilience of civil infrastructure facing deterioration and offers practical insights for civil infrastructure designers and operators, enhancing their ability to predict resilience and improve maintenance strategies.

Structure and Infrastructure Engineering
Shenyang University of Chemical Technology (CN)
Openalex Percentile: Top 18%
Infrastructure Resilience and Vulnerability Analysis
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