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Urban reconstruction after overlapping structural and environmental damage cannot be reduced to replacing visibly failed components. Buildings experience interactions between localized impact, fire, moisture ingress, foundation disturbance, deterioration of protective systems, and prolonged interruption of maintenance. Such interactions may alter both residual load-bearing capacity and the feasibility of restoring safe occupancy. This article develops a conceptual, engineering-oriented framework for resilience-based recovery of damaged urban buildings, with particular attention to Ukrainian cities facing large and heterogeneous reconstruction demands. The proposed approach integrates evidence collection, uncertainty-aware structural assessment, functional continuity, sequencing of interventions, environmental performance, and transparent prioritization. Rather than presenting unverified field measurements or numerical performance claims, the analysis compares decision mechanisms grounded in established assessment principles and international recovery guidance. Particular emphasis is placed on distinguishing emergency stabilization from permanent rehabilitation, examining dependencies among structural and nonstructural systems, and retaining opportunities for later adaptation. A staged reconstruction process is proposed in which safety-critical judgments remain explicit while resource allocation reflects social function, exposure, constructability, and long-term maintainability. The discussion identifies practical conditions under which apparently inexpensive repairs may generate future vulnerability, and it outlines a research agenda for documenting reconstruction outcomes through comparable building-level records.
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Hordienko et al. (2026) studied this question.
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