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
291 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
107 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 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
47 2018 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 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