| Modal properties variation and collapse assessment of masonry arch bridges under scour action F Scozzese, L Ragni, E Tubaldi, F Gara Engineering Structures 199, 109665, 2019 | 103 | 2019 |
| Effect of the damper property variability on the seismic reliability of linear systems equipped with viscous dampers A Dall’Asta, F Scozzese, L Ragni, E Tubaldi Bulletin of Earthquake Engineering 15, 5025-5053, 2017 | 64 | 2017 |
| Seismic risk sensitivity of structures equipped with anti-seismic devices with uncertain properties S Fabrizio, DA Andrea, T Enrico Structural Safety 77, 30-47, 2019 | 57 | 2019 |
| Assessment of the effectiveness of Multiple-Stripe Analysis by using a stochastic earthquake input model F Scozzese, E Tubaldi, A Dall’Asta Bulletin of Earthquake Engineering 18, 3167-3203, 2020 | 42 | 2020 |
| Influence of viscous dampers ultimate capacity on the seismic reliability of building structures F Scozzese, L Gioiella, A Dall'Asta, L Ragni, E Tubaldi Structural Safety 91, 102096, 2021 | 40 | 2021 |
| Modeling and seismic response analysis of Italian code-conforming single-storey steel buildings F Scozzese, G Terracciano, A Zona, GD Corte, A Dall’Asta, R Landolfo Journal of Earthquake Engineering 22 (sup2), 2104-2133, 2018 | 31 | 2018 |
| Analysis of seismic non-structural damage in single-storey industrial steel buildings F Scozzese, G Terracciano, A Zona, G Della Corte, A Dall’Asta, ... Soil Dynamics and Earthquake Engineering 114, 505-519, 2018 | 30 | 2018 |
| A design method for viscous dampers connecting adjacent structures E Tubaldi, L Gioiella, F Scozzese, L Ragni, A Dall'Asta Frontiers in Built Environment 6, 25, 2020 | 24 | 2020 |
| Seismic upgrading of a historical masonry bell tower through an internal dissipative steel structure A Pavia, F Scozzese, E Petrucci, A Zona Buildings 11 (1), 24, 2021 | 23 | 2021 |
| RINTC project: Nonlinear dynamic analyses of Italian code-conforming steel single-storey buildings for collapse risk assessment F Scozzese, G Terracciano, A Zona, G Della Corte, A Dall’Asta, ... Proceedings of COMPDYN, 2017 | 21 | 2017 |
| Effects of axial loads and higher order modes on the seismic response of tall bridge piers E Tubaldi, F Scozzese, D De Domenico, A Dall'Asta Engineering Structures 247, 113134, 2021 | 17 | 2021 |
| Dynamic identification and collapse assessment of Rubbianello Bridge L Ragni, F Scozzese, F Gara, E Tubaldi Towards a Resilient Built Environment 113, 619-626, 2019 | 15 | 2019 |
| Innovative fragility-based method for failure mechanisms and damage extension analysis of bridges L Minnucci, F Scozzese, S Carbonari, F Gara, A Dall’Asta Infrastructures 7 (9), 122, 2022 | 12 | 2022 |
| Seismic reliability of base isolated systems: sensitivity to design choices F Micozzi, F Scozzese, L Ragni, A Dall'Asta Engineering Structures 256, 114056, 2022 | 9 | 2022 |
| Push-and-release tests of a steel building with hybrid base isolation A Dall'Asta, G Leoni, L Gioiella, F Micozzi, L Ragni, M Morici, F Scozzese, ... Engineering Structures 272, 114971, 2022 | 5 | 2022 |
| Damage metrics for masonry bridges under scour scenarios F Scozzese, E Tubaldi, A Dall'Asta Engineering Structures 296, 116914, 2023 | 3 | 2023 |
| Influence of the deck length on the fragility assessment of Italian RC link slab bridges L Minnucci, F Scozzese, A Dall’Asta, S Carbonari, F Gara Proceedings of the 1st Conference of the European Association on Quality …, 2022 | 3 | 2022 |
| Nonlinear Response Characterization of Post‐Tensioned RC Bridges through Hilbert–Huang Transform Analysis F Scozzese, A Dall’Asta Structural Control and Health Monitoring 2024 (1), 5960162, 2024 | 2 | 2024 |
| Preliminary analyses of an innovative solution for reducing seismic damage in steel-concrete hybrid-coupled walls N Ceccolini, F Scozzese, A Zona, A Dall'Asta, G Leoni, H Degeé Procedia Structural Integrity 44, 450-455, 2023 | 2 | 2023 |
| Seismic Risk Analysis of Existing Link Slab Bridges Using Novel Fragility Functions F Scozzese, L Minnucci Applied Sciences 14 (1), 112, 2023 | 1 | 2023 |
