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 | 96 | 2016 |
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 | 48 | 2017 |
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 | 47 | 2019 |
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 | 47 | 2014 |
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 | 45 | 2019 |
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 | 43 | 2015 |
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 | 29 | 2016 |
An exercise on slope stability and perfect elastoplasticity C Di Prisco, F Pisanò Géotechnique 61 (11), 923-934, 2011 | 26 | 2011 |
Soil–foundation modelling in laterally loaded historical towers F Pisanò, CG Di Prisco, R Lancellotta Géotechnique 64 (7), 587-588, 2014 | 24 | 2014 |
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 | 23 | 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 (3), 519-545, 2017 | 22* | 2017 |
A stability criterion for elasto‐viscoplastic constitutive relationships F Pisano, C Prisco International Journal for Numerical and Analytical Methods in Geomechanics …, 2016 | 19 | 2016 |
Shear wave propagation along infinite slopes: a theoretically based numerical study C Di Prisco, M Pastor, F Pisanò International Journal for Numerical and Analytical Methods in Geomechanics …, 2012 | 18 | 2012 |
Seismic response of rigid shallow footings C Di Prisco, F Pisanò European journal of environmental and civil engineering 15 (sup1), 185-221, 2011 | 16 | 2011 |
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 | 15 | 2018 |
1D wave propagation in saturated viscous geomaterials: Improvement and validation of a fractional step Taylor–Galerkin finite element algorithm F Pisanò, M Pastor Computer methods in applied mechanics and engineering 200 (47-48), 3341-3357, 2011 | 15 | 2011 |
A macroelement framework for shallow foundations including changes in configuration F Pisanò, L Flessati, C Di Prisco Géotechnique 66 (11), 910-926, 2016 | 14 | 2016 |
Input of fully 3D FE soil-structure modelling to the operational analysis of jack-up structures F Pisanò, R Schipper, GJ Schreppers Marine Structures 63, 269-288, 2019 | 13 | 2019 |
3D FE dynamic modelling of offshore wind turbines in sand: natural frequency evolution in the pre–to after-storm transition E Kementzetzidis, WG Versteijlen, A Nernheim, F Pisano Numerical methods in geotechnical engineering IX 2, 1477-1484, 2018 | 13 | 2018 |
Enhanced plasticity modelling of high-cyclic ratcheting and pore pressure accumulation in sands HY Liu, F Zygounas, A Diambra, F Pisano Numerical methods in geotechnical engineering IX 1, 87-96, 2018 | 13 | 2018 |