Nicla Lamarucciola’s Post

Our last published study, an insight on the seismic risk reduction for code-conforming RC frame buildings seismically isolated with DCCSS bearings with over-stroke displacement capacity. Di Cesare, A., Lamarucciola, N., & Ponzo, F. C. (2024). Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity. Journal of Earthquake Engineering, 1–15. https://lnkd.in/dfB9VdjF

Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity

Seismic Fragility Reduction for Base Isolated RC Frame Buildings by Curved Surface Sliding Bearings with Over-Stroke Displacement Capacity

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