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Panagiotis Kotronis
Panagiotis Kotronis
Professor, Ecole Centrale de Nantes
Adresse e-mail validée de ec-nantes.fr - Page d'accueil
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Using multifiber beams to account for shear and torsion: Applications to concrete structural elements
J Mazars, P Kotronis, F Ragueneau, G Casaux
Computer Methods in Applied Mechanics and Engineering 195 (52), 7264-7281, 2006
1612006
Full‐scale dynamic response of an RC building under weak seismic motions using earthquake recordings, ambient vibrations and modelling
C Michel, P Guéguen, S El Arem, J Mazars, P Kotronis
Earthquake Engineering & Structural Dynamics 39 (4), 419-441, 2010
1552010
Simplified modelling strategies to simulate the dynamic behaviour of R/C walls
P Kotronis, J Mazars
Journal of earthquake engineering 9 (02), 285-306, 2005
922005
A new modelling strategy for the behaviour of shear walls under dynamic loading
J Mazars, P Kotronis, L Davenne
Earthquake engineering & structural dynamics 31 (4), 937-954, 2002
802002
A macro-element to simulate 3D soil–structure interaction considering plasticity and uplift
S Grange, P Kotronis, J Mazars
International Journal of Solids and Structures 46 (20), 3651-3663, 2009
652009
A hypoplastic macroelement for single vertical piles in sand subject to three-dimensional loading conditions
Z Li, P Kotronis, S Escoffier, C Tamagnini
Acta Geotechnica 11 (2), 373-390, 2016
642016
A macro‐element for a circular foundation to simulate 3D soil–structure interaction
S Grange, P Kotronis, J Mazars
International Journal for Numerical and Analytical Methods in Geomechanics …, 2008
622008
A macro-element to simulate dynamic soil-structure interaction
S Grange, P Kotronis, J Mazars
Engineering Structures 31 (12), 3034-3046, 2009
552009
Cisaillement dynamique de murs en béton armé. Modèles simplifiés 2D et 3D
P Kotronis
Ecole normale supérieure de Cachan-ENS Cachan, 2000
532000
A simplified modelling strategy for R/C walls satisfying PS92 and EC8 design
P Kotronis, F Ragueneau, J Mazars
Engineering Structures 27 (8), 1197-1208, 2005
522005
Numerical modelling of the seismic behaviour of a 7-story building: NEES benchmark
S Grange, P Kotronis, J Mazars
Materials and structures 42 (10), 1433-1442, 2009
472009
The equivalent reinforced concrete model for simulating the behavior of walls under dynamic shear loading
P Kotronis, J Mazars, L Davenne
Engineering fracture mechanics 70 (7-8), 1085-1097, 2003
462003
Crack propagation and size effect in concrete using a non-local damage model
SY Alam, P Kotronis, A Loukili
Engineering Fracture Mechanics 109, 246-261, 2013
422013
Using centrifuge tests data to identify the dynamic soil properties: Application to Fontainebleau sand
Z Li, S Escoffier, P Kotronis
Soil Dynamics and Earthquake Engineering 52, 77-87, 2013
422013
Damage model for FRP-confined concrete columns under cyclic loading
C Desprez, J Mazars, P Kotronis, P Paultre
Engineering Structures 48, 519-531, 2013
412013
The effects of soil–structure interaction on a reinforced concrete viaduct
S Grange, L Botrugno, P Kotronis, C Tamagnini
Earthquake Engineering & Structural Dynamics 40 (1), 93-105, 2011
382011
Numerical study of the 3D failure envelope of a single pile in sand
Z Li, P Kotronis, S Escoffier
Computers and Geotechnics 62, 11-26, 2014
362014
Shear softening and localization: Modelling the evolution of the width of the shear zone
P Kotronis, S Al Holo, P Bésuelle, R Chambon
Acta geotechnica 3 (2), 85-97, 2008
342008
Centrifuge modeling of batter pile foundations under earthquake excitation
Z Li, S Escoffier, P Kotronis
Soil Dynamics and Earthquake Engineering 88, 176-190, 2016
332016
Using a second gradient model to simulate the behaviour of concrete structural elements
G Jouan, P Kotronis, F Collin
Finite Elements in Analysis and Design 90, 50-60, 2014
302014
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