Numerical simulation of dynamic soil–structure interaction in shaking table testing D Pitilakis, M Dietz, DM Wood, D Clouteau, A Modaressi Soil dynamics and earthquake Engineering 28 (6), 453-467, 2008 | 287 | 2008 |
GEFDYN, Manuel scientifique D Aubry, A Modaressi Ecole Centrale Paris, 1996 | 155* | 1996 |
Numerical simulation of liquefaction effects on seismic SSI F Lopez-Caballero, AM Farahmand-Razavi Soil Dynamics and Earthquake Engineering 28 (2), 85-98, 2008 | 106 | 2008 |
Effect of the inelastic dynamic soil–structure interaction on the seismic vulnerability assessment E Sáez, F Lopez-Caballero, A Modaressi-Farahmand-Razavi Structural safety 33 (1), 51-63, 2011 | 103 | 2011 |
Influence of past loading history on the seismic response of earth dams S Sica, L Pagano, A Modaressi Computers and Geotechnics 35 (1), 61-85, 2008 | 87 | 2008 |
Nonlinear numerical method for earthquake site response analysis I—elastoplastic cyclic model and parameter identification strategy F Lopez-Caballero, AMF Razavi, H Modaressi Bulletin of Earthquake Engineering 5, 303-323, 2007 | 82 | 2007 |
Inelastic dynamic soil–structure interaction effects on moment-resisting frame buildings E Sáez, F Lopez-Caballero, A Modaressi-Farahmand-Razavi Engineering structures 51, 166-177, 2013 | 81 | 2013 |
Assessment of variability and uncertainties effects on the seismic response of a liquefiable soil profile F Lopez-Caballero, A Modaressi-Farahmand-Razavi Soil Dynamics and Earthquake Engineering 30 (7), 600-613, 2010 | 73 | 2010 |
Methodology for a probabilistic analysis of an RCC gravity dam construction. Modelling of temperature, hydration degree and ageing degree fields A Gaspar, F Lopez-Caballero, A Modaressi-Farahmand-Razavi, ... Engineering Structures 65, 99-110, 2014 | 62 | 2014 |
A unified approach to model the behaviour of saturated and unsaturated soils A Modaressi, N Abou-Bekr Proceedings of the 8th international conference on computer methods and …, 1994 | 60 | 1994 |
Elastoplastic constitutive modelling of soil–structure interfaces under monotonic and cyclic loading SC D’Aguiar, A Modaressi-Farahmand-Razavi, JA dos Santos, ... Computers and Geotechnics 38 (4), 430-447, 2011 | 56 | 2011 |
Simulation of metal-matrix composite isothermal infiltration processing T Dopler, A Modaressi, V Michaud Metallurgical and materials Transactions B 31, 225-234, 2000 | 52 | 2000 |
A constitutive model for cyclic behaviour of interfaces with variable dilatancy D Aubry, A Modaressi, H Modaressi Computers and Geotechnics 9 (1-2), 47-58, 1990 | 52 | 1990 |
Macro-Micro Responses of Granular Materials under Different Values Using DEM MD Mahmud Sazzad, K Suzuki, A Modaressi-Farahmand-Razavi International Journal of Geomechanics 12 (3), 220-228, 2012 | 47 | 2012 |
Liquefaction analysis and damage evaluation of embankment-type structures I Rapti, F Lopez-Caballero, A Modaressi-Farahmand-Razavi, A Foucault, ... Acta Geotechnica 13 (5), 1041-1059, 2018 | 45 | 2018 |
Influence of precipitates on hydraulic performance of permeable reactive barrier filters B Courcelles, A Modaressi-Farahmand-Razavi, D Gouvenot, ... International Journal of Geomechanics 11 (2), 142-151, 2011 | 41 | 2011 |
Numerical simulation of mitigation of liquefaction seismic risk by preloading and its effects on the performance of structures F Lopez-Caballero, A Modaressi-Farahmand-Razavi Soil dynamics and Earthquake engineering 49, 27-38, 2013 | 33 | 2013 |
Nonlinear soil response of a borehole station based on one-dimensional inversion during the 2005 Fukuoka prefecture western offshore earthquake F De Martin, H Kawase, A Modaressi-Farahmand Razavi Bulletin of the Seismological Society of America 100 (1), 151-171, 2010 | 30 | 2010 |
Unified approach to model partially saturated and saturated soil. A Modaressi, N Abou-Bekr, JJ Fry | 30 | 1996 |
Unsaturated flow in compressible fibre preforms J Wolfrath, V Michaud, A Modaressi, JAE Månson Composites Part A: Applied Science and Manufacturing 37 (6), 881-889, 2006 | 29 | 2006 |