Federico Pisanò
Federico Pisanò
Assistant Professor of Offshore Soil Mechanics, Delft University of Technology
Email verificata su tudelft.nl - Home page
Titolo
Citata da
Citata da
Anno
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
842016
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
462014
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
392017
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
372015
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
362019
Geotechnical aspects of offshore wind turbine dynamics from 3D non-linear soil-structure simulations
E Kementzetzidis, S Corciulo, WG Versteijlen, F Pisano
Soil Dynamics and Earthquake Engineering 120, 181-199, 2019
332019
Soil–foundation modelling in laterally loaded historical towers
F Pisanò, CG Di Prisco, R Lancellotta
Géotechnique 64 (7), 587-588, 2014
252014
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
242016
An exercise on slope stability and perfect elastoplasticity
C Di Prisco, F Pisanò
Géotechnique 61 (11), 923-934, 2011
242011
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
192018
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
19*2017
A stability criterion for elasto‐viscoplastic constitutive relationships
F Pisano, C Prisco
International Journal for Numerical and Analytical Methods in Geomechanics …, 2016
172016
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
162012
Seismic response of rigid shallow footings
C Di Prisco, F Pisanò
European journal of environmental and civil engineering 15 (sup1), 185-221, 2011
162011
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, 87-95, 2018
142018
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
132011
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
102018
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
102018
Predictive potential of Perzyna viscoplastic modelling for granular geomaterials
M Lazari, L Sanavia, C di Prisco, F Pisanò
International Journal for Numerical and Analytical Methods in Geomechanics …, 2019
92019
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
92019
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
Articoli 1–20