1. Algorithms and methodologies#
1.1. Modal analysis#
1.2. Transient dynamic analysis#
Massin, H. Andriambololona, D. Bosselut, D., Methodology for a numerical simulation of an insertion or a drop of the rod cluster control assembly in a PWR, Nuclear Engineering and Design, 237 (2007), pp.600-606.
1.3. Dynamic frequency analysis#
1.4. Spectral analysis and random response#
Zentner. Use of RVT for the Computation of In-Structure Response Spectra and Peak Responses and Comparison to Time History and Response Spectrum Analysis. Earthquake Spectra, Jul 13, 2018. https://doi.org/10.1193/051417EQS090M.
1.5. Dynamic substructuring#
1.6. Extrapolation of experimental measurements#
1.7. Soil-structure interaction#
Greffet, N., Obrembski, Ch., Ch., Clouteau, D. New efficient numerical method for nonlinear seismic SSI simulation. Int. Conf. on Computational Methods for Coupled Problems in Science and Engineering. COUPLED PROBLEMS 2005. M. Papadrakakis, E. Oñate and B. Schrefler (Eds).
Obrembski, Ch., Clouteau, D., D., Greffet, M. Greffet, M. « Time-Frequency » domain analysis in nonlinear dynamic soil-structure interaction. EURODYN, Paris, France, Sept. 4-7, 2005.
Devesa, G., Guyonvarh, V., Clouteau, D. Clouteau, D. Use of coupled and regulatory method in Soil-Structure Interaction and Soil-Fluid-Structure Interaction for nuclear plants and dams. First European Conference on Earthquake Engineering and Seismology, Geneva, 2006.
Vandeputte, D., Viallet, E., E., Devesa, G., Devesa, G., G., Clouteau, G., Clouteau, D., D. Deconvolution and Soil-Structure Interaction with Promiss3D software based on seismic recordings on Hualien array. Paper K05, SMIRT19.
Zentner, I. Simulation of spatially incoherent, non-stationary seismic free field motion and its impact on response in soil—structure interaction analysis. ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Rethymno, Crete, Greece, 13-16 June 2007.
HSE/NUCLEAR DIRECTORATE Generic Design Assessment - NEW CIVIL REACTOR BUILD - Step 3 Civil Engineering and External Hazards Assessment of the EDF and AREVA UK EPR. DIVISION 6 ASSESSMENT REPORT NO. AR 09/039-P. www.onr.org.uk/new-reactors/reports/step3-uk-epr-civil-engineering-external-hazards-assessment.pdf
Vandeputte, D., Billion, P., Courtois, A., Courtois, A., Courtois, A., A., A., A.,., A., Labbé, P., Labbé, P., Labbé, P., P., Devesa, G. Impedance Calculations for Foundations on Soil Reinforced with Concrete Inclusions. ECEE 14, Ohrid. See also: NEA/CSNI /R (2011), pp. 375-383. http://www.oecd-nea.org/nsd/docs/2011/csni-r2011-6.pdf. NEA/IAEA Workshop on « Soil Structure Interaction (SSI) Knowledge and Effect on Seismic Assessment of NPPs Structures and Components » - Workshop Proceedings, Ottawa, Canada, October 6-8, 2010.
Billion, P., Allain, F., Devesa, G., Devesa, G., G.,, Humbert, G., Humbert, N., Humbert, N., Petre-Lazar, I., I. Linear and Non-Linear Soil-Structure Interaction (SSI) Calculations: Methods to Determine Raft Uplift. NEA/CSNI /R (2011), pp. 367-374. http://www.oecd-nea.org/nsd/docs/2011/csni-r2011-6.pdf.
Zentner, I. and Devesa, G. A methodology for soil-structure interaction analysis accounting for spatially incoherent seismic free field motion. In Proceedings of the 8th International Conference on Structural Dynamics, EURODYN2011, Leuven, Belgium.
Nieto-Ferro, A., Greffet, N., N., Devésa, G., Devésa, G., G., Clouteau, D. Comparison between hybrid frequency-time domain and Laplace-time domain approaches for the evaluation of the interaction forces in dynamic soil-structure interaction problems. EURODYN2011, Leuven, Belgium.
Nieto-Ferro, A., Clouteau, D., D., Greffet, D., Greffet, N., N., Devésa G. Hybrid Laplace-time domain approach for nonlinear dynamic soil-structure interaction problems. 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. May 2011, Corfu, Greece.
Ravet, S., Petre-Lazar, I., Tong, W.-H., Ravindra, W.-H., Ravindra, M.K., Zentner, I., I., Humbert, N., Bonfils, N., N. Determination of probabilistic seismic response spectra by structural analysis with soil structure interaction. SMiRT 21, November 6-11, 2011, New Delhi, India.
Clouteau, D., Broc, D., Devesa, G., Devesa, G., G., Guyonvarh, V. Calculation methods of Structure—Soil—Structure Interaction (3SI) for embedded buildings: Application to NUPEC tests. Soil Dynamics and Earthquake Engineering. Volume 32, Issue 1, January 2012, Pages 129-142.
Nieto-Ferro, A., Clouteau, D., D., Greffet, D., Greffet, N., N., Devesa, G. On a hybrid Laplace-time domain approach to dynamic interaction problems. European Journal of Comp. Mechanics, 21 (3-6), 290—299, 2012.
Turpin, F., Bonfils, N., Suin, N., Suin, N., Suin, N., Humbert, N., Humbert, N., Humbert, N., Humbert, N., Humbert, N., Petre-Lazar, I., I. Seismic Analysis with Soil-Structure Interaction KARISMA Benchmark. WCEE15, Lisbon, 2012.
Nieto-Ferro, A. PhD. Nonlinear Dynamic Soil-Structure Interaction in Earthquake Engineering. 17/01/2013. https://tel.archives-ouvertes.fr/tel-00944139.
Galindo Gimeno, C., Bou-Saïd, E., E., Erlicher, E., Erlicher, S., S., Viallet, E., Greffet, N. Influence of foundation flexibility on Soil-Structure Interaction: design of the base common raft of a nuclear power plant. Technical Innovation in Nuclear Civil Engineering — TINCE 2014. Paris (France), September 1st — 4th, 2014.
Nieto-Ferro, A., Devesa, G., Greffet, G., Greffet, N., N., N., Caudron, M., M., Clouteau, D. Nonlinear dynamic Soil—Structure Interaction in earthquake engineering. 2nd European Conference on Earthquake Engineering and Seismology. 2nd European Conference on Earthquake Engineering and Seismology. 2nd European Conference on Earthquake Engineering and Seismology, Istanbul, August 2014.
Nieto-Ferro, A., Greffet, N., N., Devesa, G., Devesa, G., G., Caudron, M. Accounting for nonlinear soil within dynamic soil-structure interaction calculations in earthquake engineering. COMPDYN, May 25th-27th, 2015.
Trevlopoulos, K., Zentner, I., Sensitivity analysis of the seismic response of an industrial building accounting for soil-foundation-structure interaction and spatial variability of the seismic ground motion. 1st International Conference on Natural Hazards & Infrastructure. 1st International Conference on Natural Hazards & Infrastructure. 28-30 June, 2016, Chania, Greece.
A.Svay PhD. Modelling of Spatial Variability of Seismic Ground Motions for Soil-Structure Interaction Analysis. `https://tel.archives-ouvertes.fr/tel-01544447`_ < https://tel.archives-ouvertes.fr/tel-01544447>.
Touhami, S., Alves-Fernandes, V., V., Lopez Caballero, F. Structure-soil-structure interaction analysis of NUPEC test cases. COMPDYN 2017. Rhodes Island, Greece, 15—17 June, 2017.
Alves-Fernandes, V., Banci, F., Devesa, G., G., Greffet, Devesa, G., G., Greffet, N., Jacquet, M., M., Kham, M., Nieto-Ferro, A., Voldoire, F., Zentner, I. I. Dynamic soil-structure interaction modeling strategies applied to Kashiwazaki-Kariwa nuclear power plant case-study. COMPDYN 2017. Rhodes Island, Greece, 15—17 June, 2017.
1.8. Mechanics of rupture#
Colombo, P. Massin, Level set propagation for mixed mode crack advance, European Journal of Computational Mechanics, Vol. 21, Issue 3-6, pp. 219-230, 2012.
Wadier, H.N. Le, R. Bargellini, R. Bargellini, An energy approach to predict cleavage fracture under non-proportional loading, Engineering Fracture Mechanics 97 (2013) 30—51 (2013) 30—51.
Matthieu Le Cren, Patrick Massin. Fast marching method for the propagation of 3D cracks in Code_Aster. 12th National Symposium on Structural Calculation, May 2015, Giens, France.
G Ferté, Patrick Massin, N. Moes. 3D crack propagation with cohesive elements in the extended finite element method. Comput.methods Appl.Mech.Engrg, 2016, 2016, 300, pp.347-374.
1.9. Recaliation#
1.10. Probabilistic methods#
1.11. Boundary and link conditions#
1.12. Nonlinear mechanics#
1.13. Algebraic solvers#
1.14. Fatigue#
1.15. Thermo-hydro-mechanical coupled#
1.16. Contact and friction#
Nistor, M. L. E. Guiton, P. Massin, P. Massin, N. Moës, N. Moës, S. Geniaut, An X- FEM approach for large sliding contact along discontinuities, International Journal for Numerical Methods in Engineering, Volume 78, No. 12, No. 12, pp. 1407-1435, 2009.
1.17. Large deformations and large displacements#
Al Akhrass, S. Drapier, J. Bruchon and S. Fayolle, Integrating a logarithmic-strain based hyperelastic formulation into a three-field mixed finite element formulation to deal with incompressibility in finite-strain elastoplasticity. Finite Elements in Analysis and Design. Volume 86, September 2014, pp. 61-70.
1.18. Buckling#
1.19. Thermal#
1.20. Fluid-structure interaction#
1.21. Boundary analysis#
Francois Voldoire. Regularised Limit Analysis and Applications to the Load Carrying Capacities of Mechanical Components, 2000-09-11, European Congress on Computational Methods (ECCOMAS 2000), Barcelona.
Francois Voldoire. Chapter in Book: Limit Analysis by the Norton-Hoff-Friaâ Regularising Method. Numerical Methods for Limit and Shakedown Analysis. Deterministic and Probabilistic Problems. Edited by M.Heitzer and M.Staat. NIC Series, Volume 15, ISBN: 3-00-010001-6, John von Neumann Institute for Computing Publishers, 2003.