0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

L. A. Padrón

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. / 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

  4. 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

  5. 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

  6. 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

  7. 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

  8. 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

  9. 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

  10. 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

  11. 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

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine