The article investigates the stress-strain state of building structures damaged due to an emergency situation resulting from a missile strike on a building in Odesa. The study aimed to comprehensively analyze the technical condition of the damaged structure, evaluate the impact of the missile strike on bearing capacity and deformation behavior, and provide recommendations for restoration. The authors conducted detailed instrumental inspections utilizing non-destructive testing techniques, performed topographic and geodetic surveys to determine structural verticality, and carried out verification analyses using the "LIRA-SAPR" software. Significant damages to columns, floor slabs, and external walls were identified, creating a risk of progressive structural collapse. The structures were classified as being in an emergency state, with damage levels reaching up to 80%. The proposed restoration measures involve dismantling and reconstruction of damaged elements, reinforcement of load-bearing structures using metallic components, installation of temporary support systems, and ongoing structural health monitoring. Particular attention was paid to determining the actual concrete strength,
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