| 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 | 178 | 2006 |
| 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 | 173 | 2010 |
| 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 | 104 | 2005 |
| 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 | 90 | 2002 |
| 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, 373-390, 2016 | 85 | 2016 |
| 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 | 72 | 2009 |
| 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 | 69 | 2008 |
| A macro-element to simulate dynamic soil-structure interaction S Grange, P Kotronis, J Mazars Engineering Structures 31 (12), 3034-3046, 2009 | 61 | 2009 |
| 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 | 58 | 2014 |
| 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 | 58 | 2005 |
| 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 | 57 | 2013 |
| Numerical modelling of the seismic behaviour of a 7-story building: NEES benchmark S Grange, P Kotronis, J Mazars Materials and structures 42, 1433-1442, 2009 | 56 | 2009 |
| Cisaillement dynamique de murs en béton armé. Modèles simplifiés 2D et 3D P Kotronis Ecole normale supérieure de Cachan-ENS Cachan, 2000 | 56 | 2000 |
| Centrifuge modeling of batter pile foundations under earthquake excitation Z Li, S Escoffier, P Kotronis Soil Dynamics and Earthquake Engineering 88, 176-190, 2016 | 55 | 2016 |
| Damage model for FRP-confined concrete columns under cyclic loading C Desprez, J Mazars, P Kotronis, P Paultre Engineering Structures 48, 519-531, 2013 | 50 | 2013 |
| 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 | 50 | 2003 |
| 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 | 47 | 2013 |
| Novel SPH SIMSAND–based approach for modeling of granular collapse ZY Yin, Z Jin, P Kotronis, ZX Wu International Journal of Geomechanics 18 (11), 04018156, 2018 | 41 | 2018 |
| Centrifuge modeling of batter pile foundations under sinusoidal dynamic excitation Z Li, S Escoffier, P Kotronis Bulletin of Earthquake Engineering 14, 673-697, 2016 | 41 | 2016 |
| 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 | 40 | 2011 |
Jacky MazarsGrenoble INP (Grenoble Institute of Technology)在 3sr-grenoble.fr 的电子邮件经过验证
