| Mitigation of liquefaction-induced lateral deformation in a sloping stratum: Three-dimensional numerical simulation A Elgamal, J Lu, D Forcellini Journal of geotechnical and geoenvironmental engineering 135 (11), 1672-1682, 2009 | 188 | 2009 |
| Seismic assessment of a benchmark based isolated ordinary building with soil structure interaction D Forcellini Bulletin of Earthquake Engineering 16 (5), 2021-2042, 2018 | 57 | 2018 |
| Cost assessment of isolation technique applied to a benchmark bridge with soil structure interaction D Forcellini Bulletin of Earthquake Engineering 15, 51-69, 2017 | 56 | 2017 |
| Analytical fragility curves of shallow-founded structures subjected to Soil-Structure Interaction (SSI) effects D Forcellini Soil Dynamics and Earthquake Engineering 141, 106487, 2021 | 51 | 2021 |
| Numerical simulations of liquefaction on an ordinary building during Italian (20 May 2012) earthquake D Forcellini Bulletin of Earthquake Engineering 17 (9), 4797-4823, 2019 | 48 | 2019 |
| Analysis of the large deformation stability of elastomeric bearings D Forcellini, JM Kelly Journal of Engineering Mechanics 140 (6), 04014036, 2014 | 44 | 2014 |
| Seismic fragility assessment of geotechnical seismic isolation (GSI) for bridge configuration D Forcellini, S Alzabeebee Bulletin of Earthquake Engineering 21 (8), 3969-3990, 2023 | 41 | 2023 |
| Assessment of geotechnical seismic isolation (GSI) as a mitigation technique for seismic hazard events D Forcellini Geosciences 10 (6), 222, 2020 | 33 | 2020 |
| Inter-story seismic isolation for high-rise buildings D Forcellini, KN Kalfas Engineering Structures 275, 115175, 2023 | 32 | 2023 |
| Analytical fragility curves for assessment of the seismic vulnerability of HP/HT unburied subsea pipelines D Mina, D Forcellini, H Karampour Soil Dynamics and Earthquake Engineering 137, 106308, 2020 | 32 | 2020 |
| Soil-structure interaction analyses of shallow-founded structures on a potential-liquefiable soil deposit D Forcellini Soil Dynamics and Earthquake Engineering 133, 106108, 2020 | 32 | 2020 |
| 3D Numerical simulations of elastomeric bearings for bridges D Forcellini Innovative Infrastructure Solutions 1, 1-9, 2016 | 28 | 2016 |
| A resilience-based methodology to assess soil structure interaction on a benchmark bridge D Forcellini Infrastructures 5 (11), 90, 2020 | 27 | 2020 |
| A new methodology to assess indirect losses in bridges subjected to multiple hazards D Forcellini Innovative Infrastructure Solutions 4 (1), 10, 2019 | 27 | 2019 |
| Assessment on geotechnical seismic isolation (GSI) on bridge configurations D Forcellini Innovative Infrastructure Solutions 2 (1), 9, 2017 | 27 | 2017 |
| Radar detection of pedestrian-induced vibrations on Michelangelo's David M Pieraccini, M Betti, D Forcellini, D Dei, F Papi, G Bartoli, L Facchini, ... PLoS One 12 (4), e0174480, 2017 | 27 | 2017 |
| Response site analyses of 3D homogeneous soil models D Forcellini, M Tanganelli, S Viti Emerging Science Journal 2 (5), 238-250, 2018 | 26 | 2018 |
| An expeditious framework for assessing the seismic resilience (SR) of structural configurations D Forcellini Structures 56, 105015, 2023 | 23 | 2023 |
| Soil–structure interaction assessment of the 23 November 1980 Irpinia-Basilicata earthquake D Mina, D Forcellini Geosciences 10 (4), 152, 2020 | 23 | 2020 |
| Assessment of stone columns as a mitigation technique of liquefaction-induced effects during Italian earthquakes (May 2012) D Forcellini, AM Tarantino The Scientific World Journal 2014, 2014 | 22 | 2014 |
