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Orlando Maeso ORCID

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. Rodríguez-Galván, Eduardo / Álamo, Guillermo M. / Medina, Cristina / Maeso, Orlando (2023): Influence of seabed profile on the seismic response of monopile-supported offshore wind turbines including dynamic soil-structure interaction. Dans: Marine Structures, v. 92 (novembre 2023).

    https://doi.org/10.1016/j.marstruc.2023.103500

  2. Carbonari, Sandro / Bordón, Jacob D. R. / Padrón, Luis A. / Morici, Michele / Dezi, Francesca / Aznárez, Juan J. / Leoni, Graziano / Maeso, Orlando (2022): Winkler model for predicting the dynamic response of caisson foundations. Dans: Earthquake Engineering and Structural Dynamics, v. 51, n. 13 (25 octobre 2022).

    https://doi.org/10.1002/eqe.3713

  3. Álamo, Guillermo M. / Padrón, Luis A. / Aznárez, Juan J. / Maeso, Orlando (2022): Numerical model for the dynamic and seismic analysis of pile-supported structures with a meshless integral representation of the layered soil. Dans: Bulletin of Earthquake Engineering, v. 20, n. 7 (avril 2022).

    https://doi.org/10.1007/s10518-021-01287-7

  4. Álamo, Guillermo M. / Aznárez, Juan J. / Padrón, Luis A. / Maeso, Orlando (2020): Computation of pile kinematic bending moments in non-homogeneous soil profiles. Testing the validity of a simplified Vs30-equivalent homogeneous medium. Dans: Soil Dynamics and Earthquake Engineering, v. 131 (avril 2020).

    https://doi.org/10.1016/j.soildyn.2020.106062

  5. González, Francisco / Carbonari, Sandro / Padrón, Luis A. / Morici, Michele / Aznárez, Juan J. / Dezi, Francesca / Maeso, Orlando / Leoni, Graziano (2020): Benefits of inclined pile foundations in earthquake resistant design of bridges. Dans: Engineering Structures, v. 203 (janvier 2020).

    https://doi.org/10.1016/j.engstruct.2019.109873

  6. Maeso, Orlando / Aznárez, Juan J. / Domnguez, José (2002): Effects of Space Distribution of Excitation on Seismic Response of Arch Dams. Dans: Journal of Engineering Mechanics (ASCE), v. 128, n. 7 (juillet 2002).

    https://doi.org/10.1061/(asce)0733-9399(2002)128:7(759)

  7. Dominguez, José / Maeso, Orlando (1993): Earthquake Analysis of Arch Dams. II: Dam‐Water‐Foundation Interaction. Dans: Journal of Engineering Mechanics (ASCE), v. 119, n. 3 (mars 1993).

    https://doi.org/10.1061/(asce)0733-9399(1993)119:3(513)

  8. Maeso, Orlando / Dominguez, José (1993): Earthquake Analysis of Arch Dams. I: Dam‐Foundation Interaction. Dans: Journal of Engineering Mechanics (ASCE), v. 119, n. 3 (mars 1993).

    https://doi.org/10.1061/(asce)0733-9399(1993)119:3(496)

  9. Medina, Cristina / Padrón, Luis A. / Aznárez, Juan J. / Maeso, Orlando (2015): Influence of pile inclination angle on the dynamic properties and seismic response of piled structures. Dans: Soil Dynamics and Earthquake Engineering, v. 69 (février 2015).

    https://doi.org/10.1016/j.soildyn.2014.10.027

  10. Medina, Cristina / Aznárez, Juan J. / Padrón, Luis A. / Maeso, Orlando (2013): Effects of soil–structure interaction on the dynamic properties and seismic response of piled structures. Dans: Soil Dynamics and Earthquake Engineering, v. 53 (octobre 2013).

    https://doi.org/10.1016/j.soildyn.2013.07.004

  11. Santana, Ariel / Aznárez, Juan J. / Padrón, Luis A. / Maeso, Orlando (2018): A criterion to assess the relevance of structural flexibility on the seismic response of large buried structures. Dans: Soil Dynamics and Earthquake Engineering, v. 106 (mars 2018).

    https://doi.org/10.1016/j.soildyn.2017.12.026

  12. Álamo, Guillermo M. / Padrón, Luis A. / Aznárez, Juan J. / Maeso, Orlando (2015): Structure-soil-structure interaction effects on the dynamic response of piled structures under obliquely incident seismic shear waves. Dans: Soil Dynamics and Earthquake Engineering, v. 78 (novembre 2015).

    https://doi.org/10.1016/j.soildyn.2015.07.013

  13. Medina, Cristina / Álamo, Guillermo M. / Aznárez, Juan J. / Padrón, Luis A. / Maeso, Orlando (2019): Variations in the dynamic response of structures founded on piles induced by obliquely incident SV waves. Dans: Earthquake Engineering and Structural Dynamics, v. 48, n. 7 (juin 2019).

    https://doi.org/10.1002/eqe.3160

  14. Maeso, Orlando / Aznárez, Juan J. / Garcı́a, Fidel (2005): Dynamic impedances of piles and groups of piles in saturated soils. Dans: Computers & Structures, v. 83, n. 10-11 (avril 2005).

    https://doi.org/10.1016/j.compstruc.2004.10.015

  15. Cifuentes, Héctor / García, Fidel / Maeso, Orlando / Medina, Fernando (2013): Influence of the properties of polypropylene fibres on the fracture behaviour of low-, normal- and high-strength FRC. Dans: Construction and Building Materials, v. 45 (août 2013).

    https://doi.org/10.1016/j.conbuildmat.2013.03.098

  16. Padrón, Luis A. / Suárez, Adrián / Aznárez, Juan J. / Maeso, Orlando (2015): Kinematic internal forces in deep foundations with inclined piles. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 12 (10 octobre 2015).

    https://doi.org/10.1002/eqe.2559

  17. Álamo, Guillermo M. / Martínez-Castro, Alejandro E. / Padrón, Luis A. / Aznárez, Juan J. / Gallego, Rafael / Maeso, Orlando (2016): Efficient numerical model for the computation of impedance functions of inclined pile groups in layered soils. Dans: Engineering Structures, v. 126 (novembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.07.047

  18. Medina, Cristina / Padrón, Luis A. / Aznárez, Juan J. / Santana, Ariel / Maeso, Orlando (2014): Kinematic interaction factors of deep foundations with inclined piles. Dans: Earthquake Engineering and Structural Dynamics, v. 43, n. 13 (25 octobre 2014).

    https://doi.org/10.1002/eqe.2435

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