Follow
Federico Pisanò
Federico Pisanò
Associate Professor of Offshore Soil Mechanics, Delft University of Technology
Verified email at tudelft.nl - Homepage
Title
Cited by
Cited by
Year
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
962016
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
482017
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
472019
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
472014
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
452019
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
432015
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
292016
An exercise on slope stability and perfect elastoplasticity
C Di Prisco, F Pisanò
Géotechnique 61 (11), 923-934, 2011
262011
Soil–foundation modelling in laterally loaded historical towers
F Pisanò, CG Di Prisco, R Lancellotta
Géotechnique 64 (7), 587-588, 2014
242014
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
232018
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
192016
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
182012
Seismic response of rigid shallow footings
C Di Prisco, F Pisanò
European journal of environmental and civil engineering 15 (sup1), 185-221, 2011
162011
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
152018
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
152011
A macroelement framework for shallow foundations including changes in configuration
F Pisanò, L Flessati, C Di Prisco
Géotechnique 66 (11), 910-926, 2016
142016
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
132019
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
132018
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
132018
The system can't perform the operation now. Try again later.
Articles 1–20