0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

O. Maeso

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Juli 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 Oktober 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 (Dezember 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 (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. In: Soil Dynamics and Earthquake Engineering, v. 38 (Juli 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 (Juni 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 (Juli 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 (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. In: Earthquake Engineering and Structural Dynamics, v. 43, n. 1 (Juni 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 (März 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

Eine Veröffentlichung suchen...

Nur verfügbar mit
Mein Structurae

Volltext
Structurae kooperiert mit
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine