| International Benchmark on Numerical Simulations for 1D, Nonlinear Site Response (PRENOLIN): Verification Phase Based on Canonical Cases Bulletin of the Seismological Society of America 106 (5), 2112-2135, 2016 | 127 | 2016 |
| PRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis—Validation Phase ExercisePRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis … J Régnier, LF Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America, 2018 | 117 | 2018 |
| Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study A Amorosi, D Boldini, A Di Lernia Computers and Geotechnics 90, 34-54, 2017 | 56 | 2017 |
| Seismic ground response at Lotung: hysteretic elasto-plastic-based 3D analyses A Amorosi, D Boldini, A di Lernia Soil Dynamics and Earthquake Engineering 85, 44-61, 2016 | 47 | 2016 |
| Integration of multi-sensor MTInSAR and ground-based geomatic data for the analysis of non-linear displacements affecting the urban area of Chieuti, Italy A Sonnessa, A di Lernia, DO Nitti, R Nutricato, E Tarantino, F Cotecchia International Journal of Applied Earth Observation and Geoinformation 117 …, 2023 | 9 | 2023 |
| Assessing the influence of the hydraulic boundary conditions on clay slope stability: The Fontana Monte case study A di Lernia, F Cotecchia, G Elia, V Tagarelli, F Santaloia, G Palladino Engineering Geology 297, 106509, 2022 | 9 | 2022 |
| Impact on granular bed: validation of discrete element modeling results by means of two-dimensional finite element analysis V Marzulli, LA Torres Cisneros, A di Lernia, CRK Windows-Yule, F Cafaro, ... Granular Matter 22, 1-10, 2020 | 9 | 2020 |
| Ground motion scaling for the assessment of the seismic response of a diaphragm wall G Elia, A di Lernia, M Rouainia 7ICEGE: 7th International Conference on Earthquake Geotechnical Engineering, 2019 | 6 | 2019 |
| Modellazione numerica della risposta sismica locale: il caso di Lotung A Amorosi, D Boldini, A di Lernia XXV Convegno Nazionale di Geotecnica, 21-28, 2014 | 5 | 2014 |
| Evaluation of seismic site effects in a real slope through 2D FE numerical analyses A di Lernia, C Buono, G Elia 9th ECCOMAS Thematic Conference on Computational Methods in Structural …, 2023 | 4 | 2023 |
| A multi-directional numerical approach for the seismic ground response and dynamic soil-structure interaction analyses. A di Lernia, A Amorosi, D Boldini 7ICEGE: 7th International Conference on Earthquake Geotechnical Engineering, 2019 | 4 | 2019 |
| Advanced numerical approaches to the seismic soil and structural response analyses A Amorosi, D Boldini, A di Lernia SECED 2015 “Earthquake risk and engineering towards a resilient world …, 2015 | 4 | 2015 |
| Assessment of damping predicted by kinematic hardening soil models during strong motions G Elia, M Rouainia, A Di Lernia, AF D'Oria Géotechnique Letters 11 (1), 48-55, 2021 | 3 | 2021 |
| Vibrations induced by mechanical rock excavation on RC buildings in an urban area V Leggieri, A di Lernia, G Elia, D Raffaele, G Uva Buildings 11 (1), 15, 2020 | 3 | 2020 |
| Three-dimensional advanced numerical approaches to the seismic soil and structural response analyses A Amorosi, D Boldini, A di Lernia, F Rollo 4th international workshop on "Dynamic Interaction of Soil and Structure …, 2016 | 3 | 2016 |
| Interazione dinamica terreno-struttura mediante approcci non lineari tridimensionali agli elementi finiti A Di Lernia | 3 | 2014 |
| Influence of soil deposit heterogeneity on the dynamic behaviour of masonry towers AF D’Oria, G Elia, A di Lernia, G Uva Geotechnical Engineering for the Preservation of Monuments and Historic …, 2022 | 2 | 2022 |
| NC92Soil: A computer code for deterministic and stochastic 1D equivalent linear seismic site response analyses G Acunzo, G Falcone, A di Lernia, F Mori, A Mendicelli, G Naso, ... Computers and Geotechnics 165, 105857, 2024 | 1 | 2024 |
| Investigating the influence of a pre-existing shear band on the seismic response of ideal step-like slopes subjected to weak motions: preliminary results G Falcone, G Elia, A di Lernia Geosciences 13 (5), 148, 2023 | 1 | 2023 |
| IMPIEGO DI SENSORI PIEZORESISTIVI PER LA MISURA DELLA DIFFUSIONE DI CARICHI IMPULSIVI IN SABBIA D Ricchetti, V Marzulli, A di Lernia, F Adamo, F Cafaro Incontro Annuale dei Ricercatori di Geotecnica 2018- IARG 2018, 2018 | 1 | 2018 |
Angelo AmorosiFull Professor, Department of Structural and Geotechnical Engineering, Sapienza University of Rome在 uniroma1.it 的电子邮件经过验证
