Modeling seismic impacts on bridge networks and accessibility: a scenario-based framework for resilient transportation systems

• Scenario-based framework links bridge damage to accessibility loss. • Ordinal logistic regression predicts bridge vulnerability by magnitude. • Accessibility modeling reveals 70 % loss under M9.5 earthquake scenario. • Network redundancy strongly influences regional resilience outcomes. • Framework supports equity-focused and resilience-based planning. Bridges serve as critical links in regional transportation networks, where seismic disruption can generate cascading impacts on mobility, accessibility, and emergency response. This study develops a transferable, scenario-based modeling framework to quantify how varying earthquake magnitudes influence bridge performance and regional connectivity. Structural, geotechnical, and seismic indicators are integrated within a formally defined ordinal logistic regression (OLR) model calibrated using post-event bridge inspection data from the 2018M7.1 Point Mackenzie earthquake in Southcentral Alaska. Predictor variables—including bridge age, condition, soil uniformity, and magnitude-scaled peak ground acceleration (PGA)—were used to estimate ordered damage probabilities across four earthquake scenarios (M6.5–M9.5). Results indicate a nonlinear escalation in bridge vulnerability with increasing magnitude, with the highest damage concentrations along primary corridors characterized by limited redundancy. Under upper-bound scenarios, predicted collapse probabilities reach 20–25 %, producing potential isolation of communities reliant on single-route access. Accessibility modeling shows that even moderate structural degradation can propagate into disproportionately large regional mobility losses. The framework supports resilience-oriented planning by linking probabilistic damage modeling with geospatial accessibility analysis, enabling agencies to identify corridor-level risks, prioritize retrofit investments, and evaluate emergency response strategies. Although demonstrated in Alaska, the approach is adaptable to other seismically active or infrastructure-limited regions. Key methodological assumptions and uncertainties, particularly those related to PGA scaling and model extrapolation—are explicitly acknowledged to guide appropriate interpretation of results.

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Publication Details

Journal
Transportation Research Interdisciplinary Perspectives
Published
2026-01-06
DOI
https://doi.org/10.1016/j.trip.2025.101832
Primary Topic
Infrastructure Resilience and Vulnerability Analysis
Type
article
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article

Modeling seismic impacts on bridge networks and accessibility: a scenario-based framework for resilient transportation systems

Osama A. Abaza, Matthew Hegland
Transportation Research Interdisciplinary Perspectives
Infrastructure Resilience and Vulnerability Analysis
article

Modeling seismic impacts on bridge networks and accessibility: a scenario-based framework for resilient transportation systems

Osama A. Abaza, Matthew Hegland
article en

Abstract

• Scenario-based framework links bridge damage to accessibility loss. • Ordinal logistic regression predicts bridge vulnerability by magnitude. • Accessibility modeling reveals 70 % loss under M9.5 earthquake scenario. • Network redundancy strongly influences regional resilience outcomes. • Framework supports equity-focused and resilience-based planning. Bridges serve as critical links in regional transportation networks, where seismic disruption can generate cascading impacts on mobility, accessibility, and emergency response. This study develops a transferable, scenario-based modeling framework to quantify how varying earthquake magnitudes influence bridge performance and regional connectivity. Structural, geotechnical, and seismic indicators are integrated within a formally defined ordinal logistic regression (OLR) model calibrated using post-event bridge inspection data from the 2018M7.1 Point Mackenzie earthquake in Southcentral Alaska. Predictor variables—including bridge age, condition, soil uniformity, and magnitude-scaled peak ground acceleration (PGA)—were used to estimate ordered damage probabilities across four earthquake scenarios (M6.5–M9.5). Results indicate a nonlinear escalation in bridge vulnerability with increasing magnitude, with the highest damage concentrations along primary corridors characterized by limited redundancy. Under upper-bound scenarios, predicted collapse probabilities reach 20–25 %, producing potential isolation of communities reliant on single-route access. Accessibility modeling shows that even moderate structural degradation can propagate into disproportionately large regional mobility losses. The framework supports resilience-oriented planning by linking probabilistic damage modeling with geospatial accessibility analysis, enabling agencies to identify corridor-level risks, prioritize retrofit investments, and evaluate emergency response strategies. Although demonstrated in Alaska, the approach is adaptable to other seismically active or infrastructure-limited regions. Key methodological assumptions and uncertainties, particularly those related to PGA scaling and model extrapolation—are explicitly acknowledged to guide appropriate interpretation of results.

Transportation Research Interdisciplinary PerspectivesVol. 36
University of Alaska Anchorage (US)
Industry, innovation and infrastructure
Openalex Percentile: Top 94%
Infrastructure Resilience and Vulnerability Analysis
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