Maria Paola Santisi d'Avila

Maître de Conférences - HDR
Département Bâtiments Intelligents

930 Chemin des Colles
Parc de Sophia Antipolis
F-06410 Biot
France

Téléphone : +33 (0)4 92 07 62 33


Mail :
msantisi@unice.fr

Résumé :
Maria Paola Santisi d'Avila est maître de conférences, en poste dans l’école d’Ingénieurs Polytech Nice-Sophia, dans le Département Bâtiments Intelligents et Durables.

Maria Paola Santisi d'Avila  is senior lecturer at Polytech Nice-Sophia (Engineering School), in the Smart Buildings Department


Domaine d'activité :

Propagation des ondes dans un sol multi-couche à comportement non-linéaire, Dynamique des structures, Interaction sol-structure couplée avec des effet de site, Comportement non-linéaire 3D des sols sous charge cyclique en contraintes totales et contraintes effectives, Sol, Béton armé, Composites périodiques et Dynamique aléatoire


Activités d’enseignement :

Polytech Nice Sophia – Spécialité Ingénieurs Bâtiments : Mécanique des milieux continus, Structures parasismiques, Mécanique et modélisation des structures, Outils numériques pour la recherche en structures et matériaux, Logiciel Abaqus, Sol et matériaux, Géotechnique


Publications :

Revues internationales et Editoriaux :

R. Fares, M.-P. Santisi d’Avila & A. Deschamps, Soil-Structure Interaction analysis using a 1DT-3C wave propagation model”, Soil Dyn. Earthq. Eng, vol.120, pp. 200-213, 2019.

M.-P. Santisi d’Avila, L. Lenti, S. Martino & R.-W. Romeo, Nonlinear numerical simulation of the soil seismic response to the 2012 Mw 5.9 Emilia earthquake considering the variability of the water table position”, Bull. Seismic Soc. Am., vol. 109, pp. 505-524, 2019.

A. Castel, R. Francois, M.-P. Santisi d'Avila & D. Jenkins, New service limit state criteria for reinforced concrete in chloride environments, Corrosion Reviews, vol. 37(1), pp. 21-29, 2019.

M.-P. Santisi d’Avila, V.-A. Pham, L. Lenti & J.-F. Semblat, Extended Iwan-Iai constitutive model for 1-Directional 3-Component seismic waves in liquefiable soils: application to the Kushiro site (Japan), Geophys. J. Int., vol. 215, pp. 252-266, 2018.

M.-P. Santisi d’Avila & F. Lopez Caballero, Analysis of nonlinear Soil-Structure Interaction effects: 3D frame structure and 1-Directional propagation of a 3-Component seismic wave, Computers and Structures, vol. 207, pp. 83-94, 2018.

J. Regnier, M.-P. Santisi d’Avila et al., PRENOLIN: international benchmark on 1D nonlinear site response analysis. Validation phase exercise, Bull. Seismic Soc. Am., vol. 108(2), pp. 876-900, 2018.

G.W. Fernandez Lorenzo, M.-P. Santisi d’Avila, A. Deschamps, E. Bertrand, D. Mercerat, L. Foundotos & F. Courboulex, Numerical and empirical seismic response simulation of buildings: the case study of Nice prefecture, Earthquake spectra, vol. 34(1), pp. 169-196, 2018.

M.-P. Santisi d'Avila, N. Triantafyllidis & G. Wen, Localization of deformation and loss of macroscopic ellipticity in microstructured solids, J. Mech. Phys. Solids, vol. 97, pp. 275-298, 2016.

J. Regnier,  M.-P. Santisi d’Avila et al., International benchmark on numerical simulations for 1D non-linear site response (PRENOLIN): verification phase based on canonical cases, Bull. Seismic Soc. Am., vol. 106(5), pp. 2112-2135, 2016.

S. Martino, L. Lenti, C. Gelis, A.-C. Giacomi, M.-P. Santisi d’Avila, F. Bonilla,  F. Bozzano & J.-F.Semblat, Influence of lateral heterogeneities on strong motion shear strains: simulations in the historical center of Rome (Italy), Bull. Seismic Soc. Am., vol. 105(5), pp. 2604-2624, 2015.

M.-P. Santisi d'Avila & J.-F. Semblat, Nonlinear seismic response for the 2011 Tohoku earthquake: borehole records versus 1Directional-3Component propagation models, Geophys. J. Int., vol. 197, pp. 566-580, 2014.

M.-P. Santisi d'Avila, J.-F. Semblat & L. Lenti, Strong ground motion in the 2011 Tohoku Earthquake: a one-directional three-component modeling, Bull. Seismic Soc. Am., Special Issue on 2011 Tohoku Earthquake, vol. 103(2b), pp. 1394-1410, 2013.

M.-P. Santisi d'Avila, L. Lenti & J.-F. Semblat, Modeling strong seismic motion: 3D loading path vs wavefield polarization, Geophys. J. Int., vol. 190, pp. 1607-1624, 2012.

Conférences internationales :

M.-P. Santisi d’Avila, L. Lenti & S. Martino, Influence of water table fluctuation on soil-structure interaction, European Conference on Numerical Methods in Geotechnical Engineering, Porto, Portugal, 2018.

R. Fares, M.-P. Santisi d’Avila & A. Deschamps, Response spectrum considering Soil-Structure Interaction for buildings with shallow foundation, European Conference on Earthquake Engineering, Thessaloniki, Greece, 2018.