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Publicité

J. J. Aznárez

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. Medina, C. / Álamo, G. M. / Aznárez, J. J. / Padrón, L. A. / Maeso, O. (2020): Influence of soil non-homogeneity on the base shear force of piled structures subjected to harmonic seismic waves. Dans: Engineering Structures, v. 215 (juillet 2020).

    https://doi.org/10.1016/j.engstruct.2020.110658

  2. Padrón, L. A. / Aznárez, J. J. / Maeso, O. / Santana, A. (2010): Dynamic stiffness of deep foundations with inclined piles. Dans: Earthquake Engineering and Structural Dynamics, v. 39, n. 12 (10 octobre 2010).

    https://doi.org/10.1002/eqe.1000

  3. García, F. / Aznárez, J. J. / Cifuentes, H. / Medina, F. / Maeso, O. (2014): Influence of reservoir geometry and conditions on the seismic response of arch dams. Dans: Soil Dynamics and Earthquake Engineering, v. 67 (décembre 2014).

    https://doi.org/10.1016/j.soildyn.2014.10.008

  4. Bordón, J. D. R. / Van hoorickx, C. / Aznárez, J. J. / Schevenels, M. / Maeso, O. / Lombaert, G. (2018): Shape optimized inclined single and double wall wave barriers for ground vibration mitigation. Dans: Soil Dynamics and Earthquake Engineering, v. 112 (septembre 2018).

    https://doi.org/10.1016/j.soildyn.2018.04.035

  5. García, F. / Aznárez, J. J. / Padrón, L. A. / Maeso, O. (2016): Relevance of the incidence angle of the seismic waves on the dynamic response of arch dams. Dans: Soil Dynamics and Earthquake Engineering, v. 90 (novembre 2016).

    https://doi.org/10.1016/j.soildyn.2016.09.011

  6. Padrón, L. A. / Aznárez, J. J. / Maeso, O. (2008): Dynamic analysis of piled foundations in stratified soils by a BEM–FEM model. Dans: Soil Dynamics and Earthquake Engineering, v. 28, n. 5 (mai 2008).

    https://doi.org/10.1016/j.soildyn.2007.07.005

  7. Padrón, L. A. / Aznárez, J. J. / Maeso, O. / Saitoh, M. (2012): Impedance functions of end-bearing inclined piles. Dans: Soil Dynamics and Earthquake Engineering, v. 38 (juillet 2012).

    https://doi.org/10.1016/j.soildyn.2012.01.010

  8. Padrón, L. A. / Aznárez, J. J. / Maeso, O. (2009): Dynamic structure–soil–structure interaction between nearby piled buildings under seismic excitation by BEM–FEM model. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (juin 2009).

    https://doi.org/10.1016/j.soildyn.2009.01.001

  9. Medina, C. / Álamo, G. M. / Padrón, L. A. / Aznárez, J. J. / Maeso, O. (2019): Application of regression models for the estimation of the flexible-base period of pile-supported structures in continuously inhomogeneous soils. Dans: Engineering Structures, v. 190 (juillet 2019).

    https://doi.org/10.1016/j.engstruct.2019.03.112

  10. Bordón, J. D. R. / Aznárez, J. J. / Padrón, L. A. / Maeso, O. / Bhattacharya, S. (2019): Closed-form stiffnesses of multi-bucket foundations for OWT including group effect correction factors. Dans: Marine Structures, v. 65 (mai 2019).

    https://doi.org/10.1016/j.marstruc.2019.01.008

  11. Zarzalejos, J. M. / Aznárez, J. J. / Padrón, L. A. / Maeso, O. (2014): Influences of type of wave and angle of incidence on seismic bending moments in pile foundations. Dans: Earthquake Engineering and Structural Dynamics, v. 43, n. 1 (juin 2014).

    https://doi.org/10.1002/eqe.2330

  12. Maeso, O. / Aznárez, J. J. / Dominguez, J. (2004): Three-dimensional models of reservoir sediment and effects on the seismic response of arch dams. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 10 (août 2004).

    https://doi.org/10.1002/eqe.392

  13. Vega, J. / Aznárez, J. J. / Santana, A. / Alarcón, E. / Padrón, L. A. / Pérez, J. J. / Maeso, O. (2013): On soil-structure interaction in large non-slender partially buried structures. Dans: Bulletin of Earthquake Engineering, v. 11, n. 5 (mars 2013).

    https://doi.org/10.1007/s10518-013-9433-8

  14. Santana, A. / Aznárez, J. J. / Padrón, L. A. / Maeso, O. (2015): A BEM–FEM model for the dynamic analysis of building structures founded on viscoelastic or poroelastic soils. Dans: Bulletin of Earthquake Engineering, v. 14, n. 1 (septembre 2015).

    https://doi.org/10.1007/s10518-015-9817-z

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