| International benchmark on numerical simulations for 1D, nonlinear site response (PRENOLIN): Verification phase based on canonical cases J Régnier, LF Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America 106 (5), 2112-2135, 2016 | 121 | 2016 |
| Modelling the cyclic ratcheting of sands through memory-enhanced bounding surface plasticity HY Liu, JA Abell, A Diambra, F Pisanò Géotechnique 69 (9), 783-800, 2019 | 96 | 2019 |
| Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations E Kementzetzidis, S Corciulo, WG Versteijlen, F Pisanò Soil Dynamics and Earthquake Engineering 120, 181-199, 2019 | 79 | 2019 |
| Transient response of offshore wind turbines on monopiles in sand: role of cyclic hydro–mechanical soil behaviour S Corciulo, O Zanoli, F Pisanò Computers and geotechnics 83, 221-238, 2017 | 79 | 2017 |
| Non-linear soil–structure interaction in disconnected piled raft foundations F Tradigo, F Pisanò, C Di Prisco, A Mussi Computers and Geotechnics 63, 121-134, 2015 | 60 | 2015 |
| Simulating stiffness degradation and damping in soils via a simple visco-elastic–plastic model F Pisanò, B Jeremić Soil Dynamics and Earthquake Engineering 63, 98-109, 2014 | 60 | 2014 |
| Memory-enhanced plasticity modeling of sand behavior under undrained cyclic loading H Liu, A Diambra, JA Abell, F Pisanò Journal of Geotechnical and Geoenvironmental Engineering 146 (11), 04020122, 2020 | 42 | 2020 |
| On the use of embedded pile elements for the numerical analysis of disconnected piled rafts F Tradigo, F Pisanò, C di Prisco Computers and Geotechnics 72, 89-99, 2016 | 41 | 2016 |
| From cyclic sand ratcheting to tilt accumulation of offshore monopiles: 3D FE modelling using SANISAND-MS H Liu, E Kementzetzidis, JA Abell, F Pisanò Géotechnique 72 (9), 753-768, 2022 | 37 | 2022 |
| An explicit stabilised material point method for coupled hydromechanical problems in two-phase porous media X Zheng, F Pisanò, PJ Vardon, MA Hicks Computers and Geotechnics 135, 104112, 2021 | 33 | 2021 |
| Nonlinear finite elements: Modeling and simulation of earthquakes, soils, structures and their interaction B Jeremić, Z Yang, Z Cheng, G Jie, N Tafazzoli, M Preisig, P Tasiopoulou, ... Davis, CA: Univ. of California, and Lawrence Berkeley National Laboratory, 2018 | 33 | 2018 |
| Discretization effects in the finite element simulation of seismic waves in elastic and elastic-plastic media K Watanabe, F Pisanò, B Jeremić Engineering with Computers 33, 519-545, 2017 | 33* | 2017 |
| Soil–foundation modelling in laterally loaded historical towers F Pisanò, CG Di Prisco, R Lancellotta Géotechnique 64 (7), 587-588, 2014 | 32 | 2014 |
| An exercise on slope stability and perfect elastoplasticity C Di Prisco, F Pisanò Géotechnique 61 (11), 923-934, 2011 | 30 | 2011 |
| The Real-ESSI Simulator System B Jeremić, G Jie, Z Cheng, N Tafazzoli, P Tasiopoulou, F Pisano, JA Abell, ... University of California, Davis and Lawrence Berkeley National Laboratory, 1988 | 29 | 1988 |
| Input of advanced geotechnical modelling to the design of offshore wind turbine foundations F Pisanò Proceedings of the XVII ECSMGE-2019: Geotechnical Engineering foundation of …, 2019 | 25 | 2019 |
| A macroelement framework for shallow foundations including changes in configuration F Pisanò, L Flessati, C Di Prisco Géotechnique 66 (11), 910-926, 2016 | 24 | 2016 |
| On the rheological characterisation of liquefied sands through the dam‐breaking test G Della Vecchia, M Cremonesi, F Pisanò International Journal for Numerical and Analytical Methods in Geomechanics …, 2019 | 23 | 2019 |
| Model-based interpretation of undrained creep instability in loose sands F Marinelli, F Pisano, C Di Prisco, G Buscarnera Géotechnique 68 (6), 504-517, 2018 | 23 | 2018 |
| A stability criterion for elasto‐viscoplastic constitutive relationships F Pisano, C Prisco International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 23 | 2016 |
Claudio Di PriscoDepartment of structural engineering Politecnico di MilanoEmail verificata su polimi.it
