| A new 3D damage model for concrete under monotonic, cyclic and dynamic loadings J Mazars, F Hamon, S Grange Materials and structures 48, 3779-3793, 2015 | 228 | 2015 |
| Experimental analysis of seismic resistance of timber-framed structures with stones and earth infill F Vieux-Champagne, Y Sieffert, S Grange, A Polastri, A Ceccotti, ... Engineering Structures 69, 102-115, 2014 | 115 | 2014 |
| A simple and efficient intensity measure to account for nonlinear structural behavior M De Biasio, S Grange, F Dufour, F Allain, I Petre-Lazar Earthquake Spectra 30 (4), 1403-1426, 2014 | 84 | 2014 |
| 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 | 73 | 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 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 |
| Modélisation simplifiée 3D de l’interaction sol-structure: application au génie parasismique S Grange G-INP, 2008 | 44 | 2008 |
| 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 |
| Intensity measures for probabilistic assessment of non‐structural components acceleration demand M De Biasio, S Grange, F Dufour, F Allain, I Petre‐Lazar Earthquake Engineering & Structural Dynamics 44 (13), 2261-2280, 2015 | 39 | 2015 |
| Full-field measurement with a digital image correlation analysis of a shake table test on a timber-framed structure filled with stones and earth Y Sieffert, F Vieux-Champagne, S Grange, P Garnier, JC Duccini, ... Engineering Structures 123, 451-472, 2016 | 37 | 2016 |
| A multifiber beam model coupling torsional warping and damage for reinforced concrete structures S Capdevielle, S Grange, F Dufour, C Desprez European Journal of Environmental and Civil Engineering 20 (8), 914-935, 2016 | 36 | 2016 |
| Experimental analysis of a shake table test of timber-framed structures with stone and earth infill F Vieux-Champagne, Y Sieffert, S Grange, CB Nko'Ol, E Bertrand, ... Earthquake Spectra 33 (3), 1075-1100, 2017 | 35 | 2017 |
| A macro-element for a shallow foundation to simulate soil–structure interaction considering uplift S Grange, P Kotronis, J Mazars Comptes Rendus Mécanique 336 (11-12), 856-862, 2008 | 27 | 2008 |
| Simplified strategies based on damage mechanics for concrete under dynamic loading J Mazars, S Grange Philosophical Transactions of the Royal Society A: Mathematical, Physical …, 2017 | 26 | 2017 |
| A comparison of displacement-based Timoshenko multi-fiber beams finite element formulations and elasto-plastic applications I Bitar, S Grange, P Kotronis, N Benkemoun European Journal of Environmental and Civil Engineering 22 (4), 464-490, 2018 | 25 | 2018 |
| A generalized Timoshenko beam with embedded rotation discontinuity I Bitar, P Kotronis, N Benkemoun, S Grange Finite Elements in Analysis and Design 150, 34-50, 2018 | 23 | 2018 |
| Toward an integrated seismic risk assessment for nuclear safety improving current French methodologies through the SINAPS@ research project C Berge-Thierry, A Svay, A Laurendeau, T Chartier, V Perron, ... Nuclear Engineering and Design 323, 185-201, 2017 | 22 | 2017 |
| A multifiber Timoshenko beam with embedded discontinuities I Bitar, N Benkemoun, P Kotronis, S Grange Engineering Fracture Mechanics 214, 339-364, 2019 | 20 | 2019 |
| ATL4S—a tool and language for simplified structural solution strategy S Grange Internal Report, 2016 | 19 | 2016 |
Jacky MazarsGrenoble INP (Grenoble Institute of Technology)在 3sr-grenoble.fr 的电子邮件经过验证
