The project involves the structural assessment and the design of the strengthening interventions in an industrial facility in Oinofyta. The facility consists of three structurally independent reinforced concrete buildings constructed in the early 1970s. The seismic retrofit of the buildings was carried out using new RC walls, RC jackets and fiber-reinforced polymers (FRP) fabrics.
The study was conducted in 2024 over a period of 75 days, it employed the procedures of the Greek Interventions Code (KANEPE) for nonlinear dynamic analysis using the SeismoBuild software. The acceleration time-histories were matched to fit the elastic response spectrum of the Oinofyta region.
