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G. Degrande

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Reumers, P. / Lombaert, G. / Degrande, G. (2024): The effect of foundation–soil–foundation interaction on the response of continuous, multi-span railway bridges. Dans: Engineering Structures, v. 299 (janvier 2024).

    https://doi.org/10.1016/j.engstruct.2023.117096

  2. Gupta, S. / Degrande, G. (2010): Modelling of continuous and discontinuous floating slab tracks in a tunnel using a periodic approach. Dans: Journal of Sound and Vibration, v. 329, n. 8 (avril 2010).

    https://doi.org/10.1016/j.jsv.2009.10.037

  3. Hussein, M. F. M. / François, S. / Schevenels, M. / Hunt, H. E. M. / Talbot, J. P. / Degrande, G. (2014): The fictitious force method for efficient calculation of vibration from a tunnel embedded in a multi-layered half-space. Dans: Journal of Sound and Vibration, v. 333, n. 25 (décembre 2014).

    https://doi.org/10.1016/j.jsv.2014.07.020

  4. Clouteau, D. / Arnst, M. / Al-Hussaini, T. M. / Degrande, G. (2005): Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium. Dans: Journal of Sound and Vibration, v. 283, n. 1-2 (mai 2005).

    https://doi.org/10.1016/j.jsv.2004.04.010

  5. Kuo, K. A. / Papadopoulos, M. / Lombaert, G. / Degrande, G. (2019): The coupling loss of a building subject to railway induced vibrations: Numerical modelling and experimental measurements. Dans: Journal of Sound and Vibration, v. 442 (mars 2019).

    https://doi.org/10.1016/j.jsv.2018.10.048

  6. Gupta, S. / Stanus, Y. / Lombaert, G. / Degrande, G. (2009): Influence of tunnel and soil parameters on vibrations from underground railways. Dans: Journal of Sound and Vibration, v. 327, n. 1-2 (octobre 2009).

    https://doi.org/10.1016/j.jsv.2009.05.029

  7. Thompson, D. J. / Jiang, J. / Toward, M. G. R. / Hussein, M. F. M. / Dijckmans, A. / Coulier, P. / Degrande, G. / Lombaert, G. (2015): Mitigation of railway-induced vibration by using subgrade stiffening. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).

    https://doi.org/10.1016/j.soildyn.2015.09.005

  8. Lak, M. A. / François, S. / Degrande, G. / Lombaert, G. (2015): Development and experimental validation of a numerical model for the prediction of ground vibration generated by pavement breaking. Dans: Soil Dynamics and Earthquake Engineering, v. 79 (décembre 2015).

    https://doi.org/10.1016/j.soildyn.2015.09.015

  9. Degrande, G. / de Roeck, G. (1993): An absorbing boundary condition for wave propagation in saturated poroelastic media — Part II: Finite element formulation. Dans: Soil Dynamics and Earthquake Engineering, v. 12, n. 7 ( 1993).

    https://doi.org/10.1016/0267-7261(93)90005-c

  10. Degrande, G. / de Roeck, G. (1993): An absorbing boundary condition for wave propagation in saturated poroelastic media — Part I: Formulation and efficiency evaluation. Dans: Soil Dynamics and Earthquake Engineering, v. 12, n. 7 ( 1993).

    https://doi.org/10.1016/0267-7261(93)90004-b

  11. Dijckmans, A. / Coulier, P. / Jiang, J. / Toward, M. G. R. / Thompson, D. J. / Degrande, G. / Lombaert, G. (2015): Mitigation of railway induced ground vibration by heavy masses next to the track. Dans: Soil Dynamics and Earthquake Engineering, v. 75 (août 2015).

    https://doi.org/10.1016/j.soildyn.2015.04.003

  12. Coulier, P. / Cuéllar, V. / Degrande, G. / Lombaert, G. (2015): Experimental and numerical evaluation of the effectiveness of a stiff wave barrier in the soil. Dans: Soil Dynamics and Earthquake Engineering, v. 77 (octobre 2015).

    https://doi.org/10.1016/j.soildyn.2015.04.007

  13. Masoumi, H. R. / Degrande, G. / Lombaert, G. (2007): Prediction of free field vibrations due to pile driving using a dynamic soil–structure interaction formulation. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 2 (février 2007).

    https://doi.org/10.1016/j.soildyn.2006.05.005

  14. Ozdemir, Z. / Coulier, P. / Lak, M. A. / François, S. / Lombaert, G. / Degrande, G. (2013): Numerical evaluation of the dynamic response of pipelines to vibrations induced by the operation of a pavement breaker. Dans: Soil Dynamics and Earthquake Engineering, v. 44 (janvier 2013).

    https://doi.org/10.1016/j.soildyn.2012.09.012

  15. Thompson, D. J. / Jiang, J. / Toward, M. G. R. / Hussein, M. F. M. / Ntotsios, E. / Dijckmans, A. / Coulier, P. / Lombaert, G. / Degrande, G. (2016): Reducing railway-induced ground-borne vibration by using open trenches and soft-filled barriers. Dans: Soil Dynamics and Earthquake Engineering, v. 88 (septembre 2016).

    https://doi.org/10.1016/j.soildyn.2016.05.009

  16. François, S. / Pyl, L. / Masoumi, H. R. / Degrande, G. (2007): The influence of dynamic soil–structure interaction on traffic induced vibrations in buildings. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 7 (juillet 2007).

    https://doi.org/10.1016/j.soildyn.2006.11.008

  17. Gupta, S. / Hussein, M. F. M. / Degrande, G. / Hunt, H. E. M. / Clouteau, D. (2007): A comparison of two numerical models for the prediction of vibrations from underground railway traffic. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 7 (juillet 2007).

    https://doi.org/10.1016/j.soildyn.2006.12.007

  18. Masoumi, H. R. / Degrande, G. / Holeyman, A. (2009): Pile response and free field vibrations due to low strain dynamic loading. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 5 (mai 2009).

    https://doi.org/10.1016/j.soildyn.2008.08.008

  19. Dijckmans, A. / Ekblad, A. / Smekal, A. / Degrande, G. / Lombaert, G. (2016): Efficacy of a sheet pile wall as a wave barrier for railway induced ground vibration. Dans: Soil Dynamics and Earthquake Engineering, v. 84 (mai 2016).

    https://doi.org/10.1016/j.soildyn.2016.02.001

  20. Lombaert, G. / Degrande, G. / Clouteau, D. (2000): Numerical modelling of free field traffic-induced vibrations. Dans: Soil Dynamics and Earthquake Engineering, v. 19, n. 7 (octobre 2000).

    https://doi.org/10.1016/s0267-7261(00)00024-5

  21. Galvín, P. / François, S. / Schevenels, M. / Bongini, E. / Degrande, G. / Lombaert, G. (2010): A 2.5D coupled FE-BE model for the prediction of railway induced vibrations. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 12 (décembre 2010).

    https://doi.org/10.1016/j.soildyn.2010.07.001

  22. Lombaert, G. / Degrande, G. (2001): Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments. Dans: Soil Dynamics and Earthquake Engineering, v. 21, n. 6 (août 2001).

    https://doi.org/10.1016/s0267-7261(01)00017-3

  23. Gupta, S. / van den Berghe, H. / Lombaert, G. / Degrande, G. (2010): Numerical modelling of vibrations from a Thalys high speed train in the Groene Hart tunnel. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 3 (mars 2010).

    https://doi.org/10.1016/j.soildyn.2009.09.004

  24. François, S. / Lombaert, G. / Degrande, G. (2005): Local and global shape functions in a boundary element formulation for the calculation of traffic induced vibrations. Dans: Soil Dynamics and Earthquake Engineering, v. 25, n. 11 (décembre 2005).

    https://doi.org/10.1016/j.soildyn.2005.05.002

  25. Lak, M. A. / Degrande, G. / Lombaert, G. (2011): The effect of road unevenness on the dynamic vehicle response and ground-borne vibrations due to road traffic. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 10 (octobre 2011).

    https://doi.org/10.1016/j.soildyn.2011.04.009

  26. Karg, C. / François, S. / Haegeman, W. / Degrande, G. (2010): Elasto-plastic long-term behavior of granular soils: Modelling and experimental validation. Dans: Soil Dynamics and Earthquake Engineering, v. 30, n. 8 (août 2010).

    https://doi.org/10.1016/j.soildyn.2010.02.006

  27. Xia, He / Chen, Jianguo / Wei, Pengbo / Xia, Chaoyi / de Roeck, G. / Degrande, G. (2009): Experimental investigation of railway train-induced vibrations of surrounding ground and a nearby multi-story building. Dans: Earthquake Engineering and Engineering Vibration, v. 8, n. 1 (mars 2009).

    https://doi.org/10.1007/s11803-009-8101-0

  28. Karl, L. / Haegeman, W. / Degrande, G. (2006): Determination of the material damping ratio and the shear wave velocity with the Seismic Cone Penetration Test. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 12 (décembre 2006).

    https://doi.org/10.1016/j.soildyn.2006.03.001

  29. Arnout, S. / Lombaert, G. / Degrande, G. / de Roeck, G. (2013): The optimal design of a barrel vault in the conceptual design stage. Dans: Computers & Structures, v. 114 (janvier 2013).

    https://doi.org/10.1016/j.compstruc.2011.10.013

  30. Dooms, D. / Degrande, G. / de Roeck, G. / Reynders, E. (2006): Finite element modelling of a silo based on experimental modal analysis. Dans: Engineering Structures, v. 28, n. 4 (mars 2006).

    https://doi.org/10.1016/j.engstruct.2005.09.008

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