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MARIA PAOLA SANTISI D'AVILA
MARIA PAOLA SANTISI D'AVILA
Université Côte d'Azur
在 unice.fr 的电子邮件经过验证 - 首页
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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
1252016
PRENOLIN: International benchmark on 1D nonlinear site‐response analysis—Validation phase exercise
J Régnier, L Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ...
Bulletin of the Seismological Society of America 108 (2), 876-900, 2018
1142018
Modelling strong seismic ground motion: three-dimensional loading path versus wavefield polarization
MP Santisi d'Avila, L Lenti, JF Semblat
Geophysical Journal International 190 (3), 1607-1624, 2012
392012
Liquefaction triggering in silty sands: effects of non-plastic fines and mixture-packing conditions
S Gobbi, P Reiffsteck, L Lenti, MP Santisi d’Avila, JF Semblat
Acta Geotechnica, 1-20, 2021
312021
Strong ground motion in the 2011 Tohoku Earthquake: A one-directional three-component modeling
MP Santisi d'Avila, JF Semblat, L Lenti
arXiv preprint arXiv:1308.2284, 2013
26*2013
Localization of deformation and loss of macroscopic ellipticity in microstructured solids
MP Santisi d'Avila, N Triantafyllidis, G Wen
Journal of the Mechanics and Physics of Solids 97, 275-298, 2016
252016
Soil-structure interaction analysis using a 1DT-3C wave propagation model
R Fares, MP Santisi d'Avila, A Deschamps
Soil Dynamics and Earthquake Engineering 120, 200-213, 2019
222019
Modeling strong seismic ground motion: 3D loading path vs wavefield polarization
MP Santisi d’Avila, L Lenti, JF Semblat
Geophys. J. Int 190, 1607-1624, 2012
222012
Influence of Lateral Heterogeneities on Strong‐Motion Shear Strains: Simulations in the Historical Center of Rome (Italy)
S Martino, L Lenti, C Gélis, AC Giacomi, MP Santisi d’Avila, LF Bonilla, ...
Bulletin of the Seismological Society of America 105 (5), 2604-2624, 2015
212015
Analysis of nonlinear Soil-Structure Interaction effects: 3D frame structure and 1-Directional propagation of a 3-Component seismic wave
MP Santisi d'Avila, F Lopez-Caballero
Computers & Structures 207, 83-94, 2018
172018
Analysis of reinforced concrete shells with transverse shear forces
M Schulz, MP Santisi d’Avila
Journal of structural engineering 136 (7), 837-848, 2010
162010
Effect of active plastic fine fraction on undrained behavior of binary granular mixtures
S Gobbi, MP Santisi d’Avila, L Lenti, JF Semblat, P Reiffsteck
International Journal of Geomechanics 22 (1), 06021035, 2022
142022
Nonlinear seismic response for the 2011 Tohoku earthquake: borehole records versus one-directional three-component propagation models
MP Santisi d'Avila, JF Semblat
Geophysical Journal International 197 (1), 566-580, 2014
112014
Influence of the variability of soil profile properties on weak and strong seismic response
S Gobbi, L Lenti, MP Santisi d’Avila, JF Semblat, P Reiffsteck
Soil Dynamics and Earthquake Engineering 135, 106200, 2020
92020
Liquefaction assessment of silty sands: Experimental characterization and numerical calibration
S Gobbi, MP Santisi d’Avila, L Lenti, JF Semblat, P Reiffsteck
Soil Dynamics and Earthquake Engineering 159, 107349, 2022
82022
Effets de la pression interstitielle sur la réponse sismique des sols: modélisation numérique 1D/3 composantes
VA Pham
Université Paris-Est, 2013
82013
Numerical and empirical simulation of linear elastic seismic response of a building: The case of nice prefecture
GWF Lorenzo, MP Santisi d'Avila, A Deschamps, E Bertrand, ED Mercerat, ...
Earthquake Spectra 34 (1), 169-196, 2018
72018
Advantages and detriments of 1-Directional 3-Component wave propagation approach for Soil-Structure Interaction modeling
R Fares, MP Santisi d’Avila, A Deschamps
Procedia engineering 199, 2426-2432, 2017
62017
Operational modal analysis of a high rise rc building and modelling
GWF Lorenzo, D Mercerat, MP Santisi d'Avila, E Bertrand, A Deschamps
IOMAC'15-The 6th International Operational Modal Analysis Conference, 2015
62015
Extended Iwan-Iai (3DXii) constitutive model for 1-Directional 3-Component seismic waves in liquefiable soils: application to the Kushiro site (Japan)-3C seismic wave …
MP Santisi d'Avila, V Pham, L Lenti, JF Semblat
Geophysical Journal International, 2019
52019
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