Federico Pisanò
Federico Pisanò
Manager, Offshore Wind USA (NGI) and Associate Professor (TU Delft)
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Cited by
Cited by
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
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
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
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
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
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
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
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
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
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
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
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
Soil–foundation modelling in laterally loaded historical towers
F Pisanò, CG Di Prisco, R Lancellotta
Géotechnique 64 (7), 587-588, 2014
An exercise on slope stability and perfect elastoplasticity
C Di Prisco, F Pisanò
Géotechnique 61 (11), 923-934, 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
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
A macroelement framework for shallow foundations including changes in configuration
F Pisanò, L Flessati, C Di Prisco
Géotechnique 66 (11), 910-926, 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
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
A stability criterion for elasto‐viscoplastic constitutive relationships
F Pisano, C Prisco
International Journal for Numerical and Analytical Methods in Geomechanics …, 2016
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