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The paper investigates the seismic vulnerability of precast industrial facilities in Italy, particularly focusing on portal-frame structures with friction and fixed beam-to-column joints. It develops inelastic displacement demand spectra to assess the dynamic behavior and potential collapse mechanisms of these structures during earthquakes, using a parametric model in OpenSees. The study provides analytical expressions for rapid assessment of displacement capacity and demand, accounting for various seismic

Author

angelo marchisella

Language

EN