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Peyman Ayoubi

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. Kusanovic, Danilo / Ayoubi, Peyman / Seylabi, Elnaz / Asimaki, Domniki (2024): A supervised approach for improving the dimensionless frequency estimation for time‐domain simulations of building structures on embedded foundations. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 9 (avril 2024).

    https://doi.org/10.1002/eqe.4137

  2. Sadeghi, Habibollah / Pak, Ali / Pakzad, Amin / Ayoubi, Peyman (2021): Numerical-probabilistic modeling of the liquefaction-induced free fields settlement. Dans: Soil Dynamics and Earthquake Engineering, v. 149 (octobre 2021).

    https://doi.org/10.1016/j.soildyn.2021.106868

  3. Ayoubi, Peyman / Mohammadi, Kami / Asimaki, Domniki (2021): A systematic analysis of basin effects on surface ground motion. Dans: Soil Dynamics and Earthquake Engineering, v. 141 (février 2021).

    https://doi.org/10.1016/j.soildyn.2020.106490

  4. Kazemi, Arman / Shahir, Hadi / Ayoubi, Peyman (2020): Simple Equations for Estimating Bearing Capacity of Liquefiable Soils Underneath Shallow Foundations. Dans: Journal of Earthquake Engineering, v. 26, n. 6 (novembre 2020).

    https://doi.org/10.1080/13632469.2020.1792004

  5. Asimaki, Domniki / Mohammadi, Kami / Ayoubi, Peyman / Mayoral, Juan M. / Montalva, Gonzalo (2020): Investigating the spatial variability of ground motions during the 2017 Mw 7.1 Puebla-Mexico City earthquake via idealized simulations of basin effects. Dans: Soil Dynamics and Earthquake Engineering, v. 132 (mai 2020).

    https://doi.org/10.1016/j.soildyn.2020.106073

  6. Ayoubi, Peyman / Pak, Ali (2017): Liquefaction-induced settlement of shallow foundations on two-layered subsoil strata. Dans: Soil Dynamics and Earthquake Engineering, v. 94 (mars 2017).

    https://doi.org/10.1016/j.soildyn.2017.01.004

  7. Shahir, Hadi / Pak, Ali / Ayoubi, Peyman (2016): A performance-based approach for design of ground densification to mitigate liquefaction. Dans: Soil Dynamics and Earthquake Engineering, v. 90 (novembre 2016).

    https://doi.org/10.1016/j.soildyn.2016.09.014

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