0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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. In: Engineering Structures, v. 215 (July 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. In: Earthquake Engineering and Structural Dynamics, v. 39, n. 12 (10 October 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. In: Soil Dynamics and Earthquake Engineering, v. 67 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 112 (September 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. In: Soil Dynamics and Earthquake Engineering, v. 90 (November 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. In: Soil Dynamics and Earthquake Engineering, v. 28, n. 5 (May 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. In: Soil Dynamics and Earthquake Engineering, v. 38 (July 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. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (June 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. In: Engineering Structures, v. 190 (July 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. In: Marine Structures, v. 65 (May 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. In: Earthquake Engineering and Structural Dynamics, v. 43, n. 1 (June 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. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 10 (August 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. In: Bulletin of Earthquake Engineering, v. 11, n. 5 (March 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. In: Bulletin of Earthquake Engineering, v. 14, n. 1 (September 2015).

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

Search for a publication...

Only available with
My Structurae

Full text
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine