Probabilistic Hazard Analysis Framework with Stochastic Optimal Control for Deteriorating Civil Infrastructure Systems
Sudhir P. Jodha, Konstantinos G. Papakonstantinou

TL;DR
This paper introduces a comprehensive, probabilistic, life-cycle optimization framework for civil infrastructure risk management, integrating hazard uncertainties, deterioration, and adaptive maintenance strategies using advanced computational methods.
Contribution
It extends existing seismic risk paradigms by combining hazard, deterioration, and fragility assessments within a Markov Decision Process, employing a novel tensor-based method for system-level optimization.
Findings
Reduced computational complexity from exponential to linear in system components.
Demonstrated application to seismic hazard risk mitigation.
Provided a practical, data-driven decision-making tool for infrastructure management.
Abstract
The safety and resilience of civil infrastructure systems are increasingly threatened by compounded risks from various hazard events and structural deterioration due to environmental stressors. This study presents a comprehensive risk-informed, life-cycle optimization framework that extends the Performance-Based Earthquake Engineering (PBEE) and probabilistic seismic loss estimation paradigms by combining hazard uncertainties, nonstationary deterioration, structural damage accumulation, and state-dependent fragility assessments, with optimal, adaptive maintenance strategies in time. The life-cycle cost optimization is formulated in this work as a Markov Decision Process (MDP) problem, utilizing derived, transition matrices reflecting time-variant deterioration effects and hazard risks. To mitigate the curse of dimensionality in system-level optimization, a novel tensor-based method…
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