State-Dependent Framework for Cascading Hazard Risk Analysis

Abstract Cascading hazards challenge conventional performance assessment because the effects of a subsequent hazard depend on the residual state left by the primary event. Conventional single-hazard or independently combined multihazard assessments may misrepresent cascading hazard risk, as they often treat hazards as isolated or additive events and neglect the residual system state created by the primary hazard. This study develops a state-dependent framework for cascading hazard risk analysis within a performance-based engineering context. The proposed framework propagates primary-hazard effects through three connected components: vulnerability amplification, consequence amplification, and residual exposure updating. Vulnerability amplification is represented by a reduction in the median capacity of secondary-hazard fragility functions due to residual damage caused by the primary hazard. Consequence amplification is represented by increased casualty rates and repair-cost ratios under degraded post-event conditions. Residual exposure is updated to evaluate cumulative consequences on the remaining population and asset value and to avoid double-counting. A numerical illustration is conducted for a coastal school building subjected to an earthquake–tsunami sequence. Results show that, relative to an uncoupled assessment, the coupled analysis increases predicted total casualties and direct economic losses by approximately 54.93% and 31.67%, respectively. These findings demonstrate that residual damage and degraded post-event conditions can materially alter cascading hazard consequences. The proposed framework can support risk-informed mitigation, emergency planning, and performance-based design decisions for infrastructure exposed to cascading hazards.

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Publication Details

Journal
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A Civil Engineering
Published
2026-11-06
DOI
https://doi.org/10.1061/ajrua6.rueng-2048
Primary Topic
Infrastructure Resilience and Vulnerability Analysis
Type
article
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article

State-Dependent Framework for Cascading Hazard Risk Analysis

Bo Li
2 links
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A Civil Engineering
Infrastructure Resilience and Vulnerability Analysis
article

State-Dependent Framework for Cascading Hazard Risk Analysis

Bo Li
article en

Abstract

Abstract Cascading hazards challenge conventional performance assessment because the effects of a subsequent hazard depend on the residual state left by the primary event. Conventional single-hazard or independently combined multihazard assessments may misrepresent cascading hazard risk, as they often treat hazards as isolated or additive events and neglect the residual system state created by the primary hazard. This study develops a state-dependent framework for cascading hazard risk analysis within a performance-based engineering context. The proposed framework propagates primary-hazard effects through three connected components: vulnerability amplification, consequence amplification, and residual exposure updating. Vulnerability amplification is represented by a reduction in the median capacity of secondary-hazard fragility functions due to residual damage caused by the primary hazard. Consequence amplification is represented by increased casualty rates and repair-cost ratios under degraded post-event conditions. Residual exposure is updated to evaluate cumulative consequences on the remaining population and asset value and to avoid double-counting. A numerical illustration is conducted for a coastal school building subjected to an earthquake–tsunami sequence. Results show that, relative to an uncoupled assessment, the coupled analysis increases predicted total casualties and direct economic losses by approximately 54.93% and 31.67%, respectively. These findings demonstrate that residual damage and degraded post-event conditions can materially alter cascading hazard consequences. The proposed framework can support risk-informed mitigation, emergency planning, and performance-based design decisions for infrastructure exposed to cascading hazards.

ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A Civil EngineeringVol. 13(1)
Harbin Institute of Technology (CN)
Sustainable cities and communities
Openalex Percentile: Top 21%
Infrastructure Resilience and Vulnerability Analysis
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State-Dependent Framework for Cascading Hazard Risk Analysis — Bo Li · ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A Civil Engineering (2026) | TGRS Research Map | TGRS