Résumé
:
Maria Paola
Santisi d’Avila
est ingénieur civil (option calcul de structures)
et a obtenu son diplôme d’ingénieur à
l’Université de Messine (Italie) en 2003
et de Master en Génie Parasismique en 2004. Elle a obtenu le
titre de docteur
en Génie civil et risques à l’Université de
Messine en 2008. La thèse
doctorale, développée principalement à
l’Université Federal Fluminense (Rio de
Janeiro, Brésil), a proposé un modèle de calcul de
plaque en béton armé, sous
action multiaxiale. De 2008 à 2012, elle a travaillé en
Ile de France au
Laboratoire de Ponts et Chaussées et au Laboratoire de
Mécanique des Solides
(Ecole Polytechnique), sous contrat postdoctoral, et à
l’Université Pierre et
Marie Curie en tant qu’ATER. Le comportement de différents
matériaux solides sous
action multiaxiale, statique et dynamique, pour petites et grandes
déformations, a été modélisé
numériquement. Depuis Septembre 2012, Maria Paola
Santisi d’Avila est maitre de conférences à l'Ecole
Polytechnique de
l'Université Côte d’Azur. Sa recherche a été
développée au Laboratoire
Jean-Alexandre Dieudonné entre 2012 et 2019 et elle a obtenu son
HDR en
Novembre 2018, en présentant un mémoire intitulé
« Modélisation et analyse
du comportement 3D non-linéaire de matériaux et
structures sous charge dynamique ».
Depuis Octobre 2019, Maria Paola Santisi d’Avila fait partie de
l’équipe de recherche
PolytechLab (EA
UNS 7498).
Sa recherche concerne principalement le couplage
de mesures de vibration dans les bâtiments et de la
modélisation numérique pour
la calibration des paramètres dynamiques, la détection
d’un dommage et la
réduction des vibrations. Elle a co-encadré trois
doctorants et plusieurs
étudiants en stage de fin d’études. Elle est auteur de
plus d’une trentaine de
publications dans des journaux et conférences internationales.
Maria Paola
Santisi d’Avila
is civil engineer (option structural design) and she graduated in 2003
at the University of Messina
(Italy)
and received MSc degree in Earthquake Engineering in 2004. She received
her PhD
in Civil Engineering and Risks in 2008 at the University of Messina.
Her thesis, mainly developed at the Universidade Federal Fluminense (Rio de Janeiro, Brazil), proposed a
numerical model
for reinforced concrete shells under multiaxial loading. From 2008 to
2012, she
worked in Ile de France at the Laboratoire de Ponts et Chaussées
and
Laboratoire de Mécanique des Solides (Ecole Polytechnique), as
postdoctoral
researcher, and at the Université Pierre et Marie Curie as
teacher-researcher.
Since September 2012, Maria Paola Santisi d’Avila is Associate
Professor at the
Department of Buildings of Polytech Nice engineering school in the
Université Côte
d’Azur. She developed her research at the Laboratoire Jean-Alexandre
Dieudonné
from 2012 to 2019 and, in November 2018, she defended her HDR (French
post-doctoral degree allowing full supervision of PhD students)
entitled
“Modeling and analysis of three-dimensional nonlinear behavior of
materials and
structures under dynamic cyclic loading”. Since
October 2019, Maria Paola Santisi d’Avila joined PolytechLab research
laboratory (EA
UNS 7498).
In her research, she couples building vibration measures and numerical
modeling
for the calibration of dynamic features, damage detection and vibration
control.
She was co-supervisor of three PhD students and several master
students. She is
author of more than thirty publications in scientific journals and
conference proceedings.
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, comportement non-linéaire 3D
du béton armé, dynamique
aléatoire.
Activités
d’enseignement :
Polytech
Nice Sophia – Spécialité Ingénieurs
Bâtiments : Mécanique des milieux
continus, Mécanique des structures, Modélisation des
structures, Conception
parasismique des bâtiments, Outils numériques pour la
recherche en structures
et matériaux, Logiciel Abaqus, Sol et matériaux,
Géotechnique.
Publications
:
Revues internationales
et Editoriaux :
N.
Zarzour, M.P.
Santisi d'Avila, D. Mercerat, L. Lenti & M.
Oggero, “Behavior factor
estimation for seismic design of unreinforced masonry buildings”, Case Studies in Construction Materials,
vol. 19, e02483,
22 p., 2023.
O.
Rohmer, M.P.
Santisi d'Avila, E. Bertand & J. Regnier, “Rocking motion
analysis using structural indentifcation tools”, Geothecnics,
vol. 3, Issue 3, pp. 601-624, 2023.
M.P.
Santisi d'Avila, L. Lenti, S. Gobbi & R. Fares, “Reduced T-shaped
soil domain for nonlinear dynamic soil-bridge interaction analysis”, Advanced in Bridge Engineering, Special
issue on Seismic behaviours and damage mitigation of bridge structures,
vol. 3,
15 p., 2022.
S. Gobbi,
M.P.
Santisi d'Avila, L. Lenti, J.F.
Semblat & P.
Reiffsteck, “Effect of
active plastic fine fraction on the undrained behavior of binary
granular mixtures”, International Journal Geomechanics,
vol. 22, Issue 1, 2022.
S. Gobbi,
M.P. Santisi d'Avila, L. Lenti, J.F. Semblat & P. Reiffsteck,
“Liquefaction assessment of silty sands: Experimental characterization
and
numerical calibration”, Soil
Dynamics and Earthquake
Engineering, Vol. 159, 107349, 7
p., 2022.
S. Gobbi,
P. Reiffsteck, L. Lenti, M.P. Santisi d'Avila & J.F. Semblat, “Liquefaction
triggering in silty sands: effects of
non-plastic fines and mixture-packing conditions”, Acta
Geotechnica, vol. 16, Issue 6, 2021.
S. Gobbi,
L. Lenti, M.P. Santisi d'Avila, J.F. Semblat & P. Reiffsteck,
“Influence of the variability of soil profile properties on weak and
strong
seismic response”, Soil Dynamics and
Earthquake Engineering, vol. 135 (106200), 14 p., 2020.
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 :
N.
Zarzour, M.P. Santisi d'Avila, E.D. Mercerat, L. Lenti & M. Oggero,
“Dynamic
features for the seismic design of geo-sourced masonry buildings“, International Conference on Computational
Methods in Structural Dynamics and Earthquake Engineering, Athens,
Greece, 2023.
A.
Chiaradonna,
M.P. Santisi
d’Avila & L. Lenti, “Seismic response of
a 1D soil
profile using two modeling approaches in effective stress condition”, International Conference on Natural Hasard
and Infrastructure, Athens, Greece, 2022.
C. Khalil,
J. Regnier, F. Lopez
Caballero, M.P. Santisi d’Avila, et al,
“LICORNE a benchmark on numerical method for nonlinear site response
analysis
involving pore water pressure”, European
Conference on Earthquake
Engineering & Seismology, Bucharest, Romania, 2022.
N. Zarzour,
M.P. Santisi d’Avila, L. Lent, D. Mercerat & M. Oggero,
“Modeling of geosourced masonry buildings in a seismic area”, AFPS
workshop, Paris,
France,
2022.
R. Fares,
M.P. Santisi d’Avila, A. Deschamps A. & E. Foerster,
“Structure-soil-structure
interaction analysis for reinforced concrete framed structures”, International Conference on Structural
Dynamics, Athens, Greece, 2020.
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
