Accéder directement au contenu

Identifiants chercheur

Mots-clés

Export Publications

Exporter les publications affichées :
Nombre de documents

87

Fernando LOPEZ-CABALLERO, Ph.D. Associate professor (Maître de Conférences), Paris-Saclay University, CentraleSupélec


Article dans une revue41 documents

  • Christina Khalil, Fernando Lopez‐caballero. Survival analysis of a liquefiable embankment subjected to sequential earthquakes. Soil Dynamics and Earthquake Engineering, Elsevier, 2021, 140 (1), pp.106436. ⟨10.1016/j.soildyn.2020.106436⟩. ⟨hal-02951186⟩
  • Fernando Lopez‐caballero, Claudia Aristizabal, Mauricio Sanchez-Silva. A model to estimate the lifetime of structures located in seismically active regions. Engineering Structures, Elsevier, 2020, 215 (1), pp.110662. ⟨10.1016/j.engstruct.2020.110662⟩. ⟨hal-02542172⟩
  • Sara Touhami, Fernando Lopez‐caballero, Didier Clouteau. A holistic approach of numerical analysis of the geology effects on ground motion prediction : Argostoli site test. Journal of Seismology, Springer Verlag, In press, ⟨10.1007/s10950-020-09961-0⟩. ⟨hal-02951176⟩
  • E. El Haber, C. Cornou, D. Jongmans, D. Youssef Abdelmassih, Fernando Lopez‐caballero, et al.. Influence of 2D heterogeneous elastic soil properties on surface ground motion spatial variability. Soil Dynamics and Earthquake Engineering, Elsevier, 2019, 123, pp.75-90. ⟨10.1016/j.soildyn.2019.04.014⟩. ⟨hal-02126090⟩
  • Bernardo Caicedo, Cristhian Mendoza, Arcesio Lizcano, Fernando Lopez‐caballero. Some contributions to mechanical behaviors of lacustrine deposit in Bogotá, Colombia. Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2019, 11 (4), pp.837-849. ⟨10.1016/j.jrmge.2018.12.016⟩. ⟨hal-02119573⟩
  • C. Berge-Thierry, F. Voldoire, F. Ragueneau, Fernando Lopez‐caballero, A. Le Maoult. Main Achievements of the Multidisciplinary SINAPS@ Research Project: Towards an Integrated Approach to Perform Seismic Safety Analysis of Nuclear Facilities. Pure and Applied Geophysics, Springer Verlag, In press, ⟨10.1007/s00024-019-02194-4⟩. ⟨hal-02119567⟩
  • Maria Paola Santisi d'Avila, Fernando Lopez-Caballero. Analysis of nonlinear Soil-Structure Interaction effects: 3D frame structure and 1-Directional propagation of a 3-Component seismic wave. Computers and Structures, Elsevier, 2018, 207 (1), pp.83-94. ⟨10.1016/j.compstruc.2018.02.002⟩. ⟨hal-01708082⟩
  • Zakaria Bouraoui, Sadok Benmebarek, Fernando Lopez‐caballero. Numerical Modeling of the Dynamic Behavior of Rigid Retaining Walls Subjected to Real Near-Fault Ground Motions and Estimation of Seismic Lateral Earth Pressures. International Journal of Engineering Research in Africa, 2018, 39, pp.60-75. ⟨10.4028/www.scientific.net/JERA.39.60⟩. ⟨hal-02395418⟩
  • Silvana Montoya Noguera, Fernando Lopez-Caballero. Effect of coupling excess pore pressure and soil deformation on nonlinear SSI in liquefiable soil deposits. Bulletin of Earthquake Engineering, Springer Verlag, 2018, 16 (2), pp.681-705. ⟨10.1007/s10518-017-0218-3⟩. ⟨hal-01576000⟩
  • Bernardo Caicedo, Cristhian Mendoza, Fernando Lopez-Caballero, Arcesio Lizcano. Behavior of diatomaceous soil in lacustrine deposits of Bogotá, Colombia. Journal of Rock Mechanics and Geotechnical Engineering, Elsevier, 2018, 10 (2), pp.367-379. ⟨10.1016/j.jrmge.2017.10.005⟩. ⟨hal-01715172⟩
  • Ioanna Rapti, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi, Alexandre Foucault, François Voldoire. Liquefaction analysis and damage evaluation of embankment-type structures. Acta Geotechnica, Springer Verlag, 2018, 13 (5), pp.1041-1059. ⟨10.1007/s11440-018-0631-z⟩. ⟨hal-01690340⟩
  • Fernando Lopez-Caballero, Christina Khalil. Vulnerability assessment for earthquake-liquefaction-induced settlements of an embankment using gaussian processes. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, American Society of Civil Engineers (ASCE), 2018, 4 (2), pp.04018010. ⟨10.1061/AJRUA6.0000957⟩. ⟨hal-01618529⟩
  • Silvana Montoya-Noguera, Fernando Lopez-Caballero. Modeling added spatial variability due to soil improvement: Coupling FEM with binary random fields for seismic risk analysis. Soil Dynamics and Earthquake Engineering, Elsevier, 2018, 104 (1), pp.174-185. ⟨10.1016/j.soildyn.2017.10.009⟩. ⟨hal-01617887⟩
  • Filippo Gatti, Fernando Lopez-Caballero, D. Clouteau, Roberto Paolucci. On the effect of the 3-D regional geology on the seismic design of critical structures: the case of the Kashiwazaki-Kariwa Nuclear Power Plant. Geophysical Journal International, Oxford University Press (OUP), 2018, 213 (2), pp.1073-1092. ⟨10.1093/gji/ggy027⟩. ⟨hal-01691235⟩
  • F Gatti, Fernando Lopez-Caballero, Roberto Paolucci, Didier Clouteau. Near-source effects and non-linear Site Response at Kashiwazaki-Kariwa Nuclear Power Plant, in the 2007 Chuetsu-Oki Earthquake: evidence from surface and downhole records and 1D numerical simulations. Bulletin of Earthquake Engineering, Springer Verlag, 2018, 16 (3), pp.1105-1135. ⟨10.1007/s10518-017-0255-y⟩. ⟨hal-01624887⟩
  • F Gatti, Sara Touhami, Fernando Lopez‐caballero, D. Clouteau, V Fernandes, et al.. Broad-band 3-D earthquake simulation at nuclear site by an all-embracing source-to-structure approach. Soil Dynamics and Earthquake Engineering, Elsevier, 2018, 115 (1), pp.263-280. ⟨10.1016/j.soildyn.2018.08.028⟩. ⟨hal-01859717⟩
  • Julie Regnier, Luis‐fabian Bonilla, Pierre-Yves Bard, Etienne Bertrand, Fabrice Hollender, et al.. PRENOLIN: International Benchmark on 1D Nonlinear Site‐Response Analysis—Validation Phase Exercise. Bulletin of the Seismological Society of America, Seismological Society of America, 2018, ⟨10.1785/0120170210⟩. ⟨hal-01693214⟩
  • Luis Fabian Bonilla, Philippe Gueguen, Fernando Lopez-Caballero, Diego Mercerat, Céline Gélis. Prediction of non-linear site response using downhole array data and numerical modeling: The Belleplaine (Guadeloupe) case study. Physics and Chemistry of the Earth, Elsevier, 2017, 98 (1), pp.107-118. ⟨10.1016/j.pce.2017.02.017⟩. ⟨hal-01484277⟩
  • C. Berge Thierry, Angkeara Svay, Aurore Laurendeau, Chartier Thomas, Vincent Perron, et al.. Toward an integrated seismic risk assessment for nuclear safety improving current French methodologies through the SINAPS@ research project. Nuclear Engineering and Design, Elsevier, 2017, 323 (1), pp.185-201. ⟨10.1016/j.nucengdes.2016.07.004⟩. ⟨hal-01590959⟩
  • Angkeara Svay, Perron Vincent, Afifa Imtiaz, Zentner Irmela, Régis Cottereau, et al.. Spatial coherency analysis of seismic ground motions from a rock site dense array implemented during the Kefalonia 2014 aftershock sequence. Earthquake Engineering and Structural Dynamics, Wiley, 2017, 46 (12), pp.1895-1917. ⟨10.1002/eqe.2881⟩. ⟨hal-01476656⟩
  • Elisa Ferrario, Nicola Pedroni, Enrico Zio, Fernando Lopez-Caballero. Bootstrapped artificial neural networks for the seismic analysis of structural systems. Structural Safety, Elsevier, 2017, 67 (1), pp.70-84. ⟨10.1016/j.strusafe.2017.03.003⟩. ⟨hal-01494366⟩
  • Julie Regnier, Luis Fabian Bonilla, Pierre Yves Bard, Etienne Bertrand, F. Hollender, et al.. International Benchmark on Numerical Simulations for 1D, Nonlinear Site Response (PRENOLIN): Verification Phase Based on Canonical Cases. Bulletin of the Seismological Society of America, Seismological Society of America, 2016, 106 (5), pp.2112-2135. ⟨10.1785/0120150284⟩. ⟨hal-01383223⟩
  • Rui Carrilho Gomes, Jaime A. Santos, Arézou Modaressi-Farahmand Razavi, Fernando Lopez-Caballero. Validation of a Strategy to Predict Secant Shear Modulus and Damping of Soils with an Elastoplastic Model. KSCE Journal of Civil Engineering, Springer, 2016, 20 (2), pp.609-622. ⟨10.1007/s12205-015-0516-8⟩. ⟨hal-01176523⟩
  • Silvana Montoya-Noguera, Fernando Lopez-Caballero. Effect of coupling excess pore pressure and deformation on nonlinear seismic soil response. Acta Geotechnica, Springer Verlag, 2016, 11 (1), pp.191-207. ⟨10.1007/s11440-014-0355-7⟩. ⟨hal-01071881⟩
  • Fernando Lopez-Caballero, Arézou Modaressi-Farahmand-Razavi, Constantine A. Stamatopoulos. Numerical Evaluation of Earthquake Settlements of Road Embankments and Its Mitigation by Preloading. International Journal of Geomechanics, American Society of Civil Engineers, 2016, 16 (5), pp.C4015006. ⟨10.1061/(ASCE)GM.1943-5622.0000593⟩. ⟨hal-01186317⟩
  • Silvana Montoya-Noguera, Fernando Lopez-Caballero. Numerical Modeling of Discrete Spatial Heterogeneity in Seismic Risk Analysis : Application to Treated Ground Soil Foundation. Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Taylor & Francis, 2016, 10 (1), pp.66-82. ⟨10.1080/17499518.2015.1058957⟩. ⟨hal-01163083⟩
  • Ioanna Rapti, Arézou Modaressi-Farahmand Razavi, Alexandre Foucault, Fernando Lopez-Caballero, François Voldoire. Coupled S-P wave propagation in nonlinear regularized micromorphic media. Computers and Geotechnics, Elsevier, 2016, 77 (1), pp.106 - 114. ⟨10.1016/j.compgeo.2016.04.012⟩. ⟨hal-01306011⟩
  • Constantine A. Stamatopoulos, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand-Razavi. The effect of preloading on the liquefaction cyclic strength of mixtures of sand and silt. Soil Dynamics and Earthquake Engineering, Elsevier, 2015, 78 (1), pp.189-200. ⟨10.1016/j.soildyn.2015.07.004⟩. ⟨hal-01191533⟩
  • Ana Gaspar, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand-Razavi, A. Gomes Correia. Methodology for a probabilistic analysis of an RCC gravity dam construction. Modelling of temperature, hydration degree and ageing degree fields. Engineering Structures, Elsevier, 2014, 65 (1), pp.99-110. ⟨10.1016/j.engstruct.2014.02.002⟩. ⟨hal-00941432⟩
  • Vinicius Alves-Fernandes, Fernando Lopez-Caballero, Sofia Costa d'Aguiar. Probabilistic analysis of numerical simulated railway track global stiffness. Computers and Geotechnics, Elsevier, 2014, 55 (1), pp.267-276. ⟨10.1016/j.compgeo.2013.09.017⟩. ⟨hal-00869179⟩
  • Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi. Numerical simulation of mitigation of liquefaction seismic risk by preloading and its effects on the performance of structures. Soil Dynamics and Earthquake Engineering, Elsevier, 2013, 49 (1), pp.27-38. ⟨10.1016/j.soildyn.2013.02.008⟩. ⟨hal-00787006⟩
  • Esteban Saez, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi. Inelastic dynamic soil-structure interaction effects on moment-resisting frame buildings. Engineering Structures, Elsevier, 2013, 51 (1), pp.166-177. ⟨10.1016/j.engstruct.2013.01.020⟩. ⟨hal-00779860⟩
  • Fernando Lopez-Caballero, Arézou Modaressi-Farahmand-Razavi. Apport de la modélisation numérique dans l'analyse des risques sismiques liés à la liquéfaction. Revue française de Géotechnique, 2012, 140-141 (3-4), pp.29-39. ⟨hal-00957539⟩
  • Sofia Costa d'Aguiar, Arézou Modaressi-Farahmand Razavi, Jaime dos Santos, Fernando Lopez-Caballero. Piles under cyclic axial loading : study of the friction fatigue and its importance in pile behavior. Canadian Geotechnical Journal, NRC Research Press, 2011, 48 (10), pp.1537-1550. ⟨10.1139/t11-032⟩. ⟨hal-00715364⟩
  • Esteban Saez, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi. Effect of the inelastic dynamic soil-structure interaction on the seismic vulnerability assessment. Structural Safety, Elsevier, 2011, 33 (1), pp.51-63. ⟨10.1016/j.strusafe.2010.05.004⟩. ⟨hal-00715381⟩
  • Sofia Costa d'Aguiar, Arézou Modaressi-Farahmand Razavi, Jaime Alberto dos Santos, Fernando Lopez-Caballero. Elastoplastic constitutive modelling of soil-structure interfaces under monotonic and cyclic loading. Computers and Geotechnics, Elsevier, 2011, 38 (4), pp.430-447. ⟨10.1016/j.compgeo.2011.02.006⟩. ⟨hal-00715377⟩
  • Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi. Assessment of variability and uncertainties effects on the seismic response of a liquefiable soil profile. Soil Dynamics and Earthquake Engineering, Elsevier, 2010, 30 (7), pp.600-613. ⟨10.1016/j.soildyn.2010.02.002⟩. ⟨hal-00715383⟩
  • Fernando Lopez-Caballero, Arezou Modaressi. Numerical simulation of liquefaction effects on seismic SSI. Soil Dynamics and Earthquake Engineering, Elsevier, 2008, 28 (2), pp.85-98. ⟨hal-00265121⟩
  • Esteban Saez, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi. Non-linear SSI effects on the seismic performance evaluation. Italian Geotechnical Journal, 2008, pp.63-76. ⟨hal-00766486⟩
  • Fernando Lopez-Caballero, Arézou Modaressi-Farahmand-Razavi, Hormoz Modaressi. Nonlinear numerical method for earthquake site response analysis I — elastoplastic cyclic model and parameter identification strategy. Bulletin of Earthquake Engineering, Springer Verlag, 2007, 5 (3), pp.303-323. ⟨10.1007/s10518-007-9032-7⟩. ⟨hal-00179375⟩
  • Constantine A. Stamatopoulos, Eleni G. Velgaki, Arezou Modaressi, Fernando Lopez-Caballero. Seismic displacement of gravity walls by a two-body model. Bulletin of Earthquake Engineering, Springer Verlag, 2006, 4 (3), pp.295-318. ⟨10.1007/s10518-006-9015-0⟩. ⟨hal-00097698⟩

Communication dans un congrès44 documents

  • Fernando Lopez‐caballero, Sara Touhami. Numerical simulation of wave propagation in realistic 3D basin models. 17th World Conference on Earthquake Engineering (17WCEE), 2021, Sendai, Japan. pp.C003622. ⟨hal-02968542⟩
  • Kristel Carolina Meza Fajardo, Apostolos Papageorgiou, Fernando Lopez-Caballero, Charisis Chatzigogos, Jean-François Semblat, et al.. MODULATE: ANR project for the modeling of long period ground motions and the assessment of their effects on large-scale infrastructures. EGU General Assembly 2019, Apr 2019, Vienne, Austria. ⟨hal-01958095⟩
  • Martin Colvez, Fernando Lopez‐caballero, F Gatti, Régis Cottereau. Assessing the influence of around-source deep crustal heterogeneities on the seismic wave propagation by 3-D broad-band numerical modelling. 13th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP13), May 2019, Seoul, South Korea. ⟨hal-02142977⟩
  • Micheäl Darche, Fernando Lopez‐caballero, D. Aubry, B. Tie, B. Caicedo, et al.. Efficiency of a reduced model of seismic metamaterials. 7th International Conference on Earthquake Geotechnical Engineering, Jun 2019, ROMA, Italy. pp1961-1968. ⟨hal-02405115⟩
  • Christina Khalil, Fernando Lopez‐caballero. Effect of natural and anthropogenic soil heterogeneities on the liquefaction-induced damage of a levee. 7th international conference on earthquake geotechnical engineering, Jun 2019, Roma, Italy. ⟨hal-02178781⟩
  • Christina Khalil, Fernando Lopez‐caballero. The effect of liquefaction-induced damage on an embankment: “virtual” laboratory tests. 3rd meeting of EWG Dams and Earthquakes. An international Symposium, May 2019, Lisboa, Portugal. ⟨hal-02177243⟩
  • Christina Khalil, Fernando Lopez‐caballero. Effect of synthetic ground motions on the liquefaction induced settlements. 13th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP13), May 2019, Seoul, South Korea. ⟨hal-02142979⟩
  • Korres Michail, F Gatti, Vinicius Alves Fernandes, Fernando Lopez‐caballero, Zentner Irmela, et al.. Impact of 3D seismic input motion definition from physics-based simulations for soil-structure interaction studies. 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2019, Jun 2019, Crete, Greece. ⟨hal-02395379⟩
  • F Gatti, Fernando Lopez‐caballero. Predicting short-period spectral ordinates of hybrid ground shaking prediction tools: a comparative benchmark. 13th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP13), May 2019, Seoul, South Korea. ⟨hal-02142978⟩
  • M. Darche, D. Aubry, B. Tie, Fernando Lopez‐caballero. Scattering at an Interface Using Bloch Wave Theory: Application to Seismic Metamaterials. 13th WCCM (World Congress in Computational Mechanics), Jul 2018, New York City, United States. ⟨hal-01847453⟩
  • Stefania Gobbi, Fernando Lopez‐caballero, Davide Forcellini. NUMERICAL ANALYSIS ON THE EFFECT OF LIQUEFACTION ON STRUCTURES. 16th European Conference on Earthquake Engineering (16ECEE), Jun 2018, Thessaloniki, Greece. ⟨hal-01851750⟩
  • Sara Touhami, Fernando Lopez‐caballero, Didier Clouteau. NUMERICAL ANALYSIS OF THE EFFECTS OF REGIONAL AND LOCAL GEOLOGY ON GROUND MOTION PREDICTION. 16th European Conference on Earthquake Engineering (16ECEE), Jun 2018, Thessaloniki, Greece. ⟨hal-01851753⟩
  • Fernando Lopez‐caballero. Numerical evaluation of fragility curves for earthquake liquefaction induced settlements of a levee using Gaussian Processes. 9th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE2018, Jun 2018, Porto, Portugal. ⟨hal-01851762⟩
  • Fernando Lopez‐caballero, E. Diego Mercerat. Damage Evaluation Of RC Building With Soil-Structure Interaction By Seismic Interferometry: A Numerical Case Study. 16th European Conference on Earthquake Engineering (16ECEE), Jun 2018, Thessaloniki, Greece. ⟨hal-01851758⟩
  • Filippo Gatti, Fernando Lopez‐caballero, D. Clouteau, Roberto Paolucci, Lúcio de Abreu Corrêa. Broad-band 3-D physics-based simulation of earthquake-induced wave-field at the Kashiwazaki-Kariwa Nuclear Power Plant (Japan): an all-embracing source-to-site approach. 16th European Conference on Earthquake Engineering (16ECEE), Jun 2018, Thessaloniki, Greece. ⟨hal-01851734⟩
  • Sara Touhami, F Gatti, Fernando Lopez‐caballero, Fabrice Hollender, Edward Marc Cushing. Argostoli site, from site test to numerical model: a holistic approach. Best Practices in Physics-based Fault Rupture Models for Seismic Hazard Assessment of Nuclear Installations: issues and challenges towards full Seismic Risk Analysis, May 2018, Cadarache, France. ⟨hal-01851742⟩
  • Filippo Gatti, Sara Touhami, Fernando Lopez‐caballero, Dimitris Pitilakis. 3-D source-to-site numerical investigation on the earthquake ground motion coherency in heterogeneous soil deposits. 9th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2018, Jun 2018, Porto, Portugal. ⟨hal-01851736⟩
  • Elif Oral, Filippo Gatti, Fernando Lopez‐caballero. 3D Spectral Element Modeling of Near Source Effects Including Kinematic Rupture and Finite-Fault Effects. 16th European Conference on Earthquake Engineering (16ECEE), Jun 2018, Thessaloniki, Greece. ⟨hal-01851739⟩
  • Stefania Gobbi, Fernando Lopez‐caballero, Davide Forcellini. Numerical analysis of soil liquefaction induced failure of embankments. 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2017, Jun 2017, Rhodes Island, Greece. pp.990-1006, ⟨10.7712/120117.5471.17027⟩. ⟨hal-02457302⟩
  • Christina Khalil, Ioanna Rapti, Fernando Lopez‐caballero. Numerical Evaluation of Fragility Curves for Earthquake-Liquefaction-Induced Settlements of an Embankment. Geo-Risk 2017 : Reliability-Based Design and Code Developments, 2017, Denver, United States. ⟨10.1061/9780784480700.003⟩. ⟨hal-01851764⟩
  • F Gatti, Fernando Lopez-Caballero, Lúcio de Abreu Corrêa, D Clouteau, R Paolucci. PHYSICS-BASED SCENARIO OF THE 2007 CHUETSU-OKI EARTHQUAKE. 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Jun 2017, Rhodes, Greece. pp.C17465. ⟨hal-01546804⟩
  • F Gatti, Luciano de Carvalho Paludo, Angkeara Svay, Fernando Lopez-Caballero, Régis Cottereau, et al.. Investigation of the earthquake ground motion coherence in heterogeneous non-linear soil deposits. X International Conference on Structural Dynamics (EURODYN 2017), Sep 2017, Rome, Italy. pp.2354-2359, ⟨10.1016/j.proeng.2017.09.232⟩. ⟨hal-01586963⟩
  • Fernando Lopez‐caballero, Fabien Bonilla, Sofia Costa d'Aguiar, C. Voivret. Evaluation of the dynamic behaviour of railway soil foundations using in-situ buried instrumentation. Proceedings of the third international conference on railway technology : research, development and maintenance, Apr 2016, Cagliari, Italy. ⟨10.4203/ccp.110.35⟩. ⟨hal-02457303⟩
  • Fabrice Hollender, Vincent Perron, Afifa Imtiaz, Angkeara Svay, Armand Mariscal, et al.. Close to the lair of Odysseus Cyclops: the SINAPS@ post- seismic campaign and accelerometric network installation on Kefalonia island . 9ème Colloque National AFPS2015, AFPS / IFSTTAR, Nov 2015, Marne-la-Vallée, France. ⟨insu-01742635⟩
  • Ioanna Rapti, Fernando Lopez‐caballero, Arézou Modaressi-Farahmand-Razavi, A. Foucault, F. Voldoire. Seismic evaluation of embankment-type structures with coupled hydro-mechanical model. 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2015, May 2015, Crete island, Greece. pp.251-261. ⟨hal-02457304⟩
  • Maria Paola Santisi d'Avila, Fernando Lopez-Caballero. Analysis of Nonlinear Soil-Structure Interaction Effects on the response of Three-Dimensional Frame Structures using a One-Direction Three-ComponentWave Propagation Model. Fifteenth International Conference on Civil, Structural and Environmental Engineering Computing, Sep 2015, Praha, Czech Republic. ⟨hal-01238283⟩
  • Catherine Berge-Thierry, Pierre-Yves Bard, Thomas Chartier, Régis Cottereau, Etienne Bertrand, et al.. Le projet SINAPS@: vers une évaluation intégrée du risque sismique pour la sûreté nucléaire. 9ème Colloque National AFPS2015, AFPS / IFSTTAR, Nov 2015, Marne-la-Vallée, France. ⟨insu-01742674⟩
  • Ana Pimentel T. Gaspar, Fernando Lopez‐caballero, Arézou Modaressi, A. Gomes Correia. Probabilistic numerical modeling of an RCC dam during construction. 16th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2015, Sep 2015, Edinburgh, United Kingdom. pp.571-576. ⟨hal-02458668⟩
  • Filippo Gatti, Fernando Lopez‐caballero, D. Clouteau. One-dimensional seismic soil response at the nuclear power plant of kashiwazaki-kariwa during the 2007 niigata-chuetsu-oki earthquake. 15th International Conference on Civil, Structural and Environmental Engineering Computing, CIVIL-COMP 2015, Sep 2015, Prague, Czech Republic. pp.157, ⟨10.4203/ccp.108.157⟩. ⟨hal-02455818⟩
  • Elisa Ferrario, Nicola Pedroni, Enrico Zio, Fernando Lopez-Caballero. Application of metamodel-based techniques for the efficient seismic analysis of structural systems. ESREL 2015, Sep 2015, Zurich, Switzerland. pp.1193-1200. ⟨hal-01270627⟩
  • Ioanna Rapti, A. Foucault, F. Voldoire, Fernando Lopez‐caballero, Arézou Modaressi-Farahmand-Razavi. Strain localization of a soil column due to seismic loading. 14th International Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014, Sep 2014, Kyoto, Japan. pp.347-352. ⟨hal-02457305⟩
  • Fernando Lopez‐caballero, Esteban Saez, Arézou Modaressi-Farahmand-Razavi. Evaluation of liquefaction countermeasure effects on the performance of structures. International Conference on Performance-Based Design in Earthquake Geotechnical Engineering, 2009, Tokyo, Japan. ⟨hal-02971080⟩
  • Sofia Costa-d'Aguiar, Fernando Lopez-Caballero, Arézou Modaressi, Jaime Santos. Implication of soil behavior in load transfer mechanisms of axially loaded single piles. Geo-Denver 2007, 2007, United States. pp.CD-ROM (CD-ROM). ⟨hal-00270249⟩
  • Fernando Lopez-Caballero, Arézou Modaressi. Prise en compte des effets de la liquéfaction du sol sur la réponse d'une structure. 7ème Colloque National AFPS 2007 – Ecole Centrale Paris, 2007, France. pp.141. ⟨hal-00272668⟩
  • Esteban Saez, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand-Razavi. Effet du comportement non-linéaire du sol sur les méthodes de dimensionnement en déplacement. 7ème Colloque National AFPS 2007, Jul 2007, France. pp.A053. ⟨hal-00272669⟩
  • Fernando Lopez-Caballero, Arézou Modaressi. Influence de la variabilité des données géotechniques sur la réponse sismique des sols – Cas de la liquéfaction. 7ème Colloque National AFPS 2007 – Ecole Centrale Paris, 2007, France. pp.150. ⟨hal-00272671⟩
  • Esteban Saez, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand-Razavi. NON-LINEAR SSI EFFECTS ON THE SEISMIC PERFORMANCE EVALUATION. 4th International Conference on Earthquake Geotechnical Engineering, Jun 2007, Thessaloniki, Greece. Paper 1406. ⟨hal-00272627⟩
  • Esteban Saez, Dimitris Pitilakis, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi. EVALUATION OF NON LINEAR SSI EFFECTS FOLLOWING AN EQUIVALENT LINEAER APPROACH. 5th International Conference on Seismology and Earthquake Engineering, May 2007, Tehran, Iran. pp.SF65. ⟨hal-00272631⟩
  • Sofia Costa-d'Aguiar, Fernando Lopez-Caballero, Arézou Modaressi, Jaime Santos. Influence of the soil behaviour in the bearing capacity and load settlement response of a single pile. ELU-ULS 2006 International Symposium on ultimate limite states of geotechnical structures, 2006, France. pp.281-290. ⟨hal-00270243⟩
  • Fernando Lopez-Caballero, Pauline Souloumiac, Arézou Modaressi. Influence of variability of geotechnical data on the seismic ground response. First European Conference on Earthquake Engineering and Seismology Geneva, Switzerland, 3-8 September 2006, 2006, Switzerland. Paper Number:1149. ⟨hal-00272664⟩
  • Esteban Saez, Fernando Lopez-Caballero, Arézou Modaressi-Farahmand Razavi. EFFECTS OF SSI ON THE CAPACITY SPECTRUM METHOD. First European Conference on Earthquake Engineering and Seismology, Sep 2006, Geneva, Switzerland. Paper 1073. ⟨hal-00272663⟩
  • Dimitris Pitilakis, Fernando Lopez-Caballero, Arézou Modaressi, Didier Clouteau. Effects of the soil non-linearity on the soil-foundation-structure interaction. 11th International conference of IACMAG - Prediction, Analysis and Design in Geomechanical Applications, 2005, Torino, Italy. pp.691-698. ⟨hal-00273025⟩
  • Dimitris Pitilakis, Fernando Lopez-Caballero, Didier Clouteau, Arézou Modaressi. Soil-Structure Interaction analysis using an equivalent linear model for the soil - a real case application. International Conference on Soil-Structure Interaction, Saint Petersburg, Russia, 2005, Russia. pp.CD-ROM (CD-ROM). ⟨hal-00270253⟩
  • Fernando Lopez-Caballero, Arézou Modaressi. Modelisation numerique des inclusions rigides comme solution aux problemes de liquefaction. International conference on soil mechanics and geotechnical engineering, 16, Osaka, September, 2005, 2005, Osaka, Japon. pp.2681-2684. ⟨hal-00270257⟩

Chapitre d'ouvrage2 documents

  • Fernando Lopez‐caballero, Arezou Modaressi. Uncoupled elasto plastic dynamic response of dams. Validation of Dynamic Analyses of Dams and Their Equipment, 2018. ⟨hal-02396697⟩
  • Jean Biarez, Antonio Gomes-Correia, Fernando Lopez-Caballero. From very small strains to failure. Di Benedetto et al (eds). Deformation Characteristics of Geomaterials, Taylor & Francis Group, London, pp.125-141, 2005. ⟨hal-00270233⟩