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Publicité

Farshad Homaei 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. Homaei, Farshad (2024): The probabilistic performance-based seismic assessment of concrete bridge piers with SMASC reinforcing bars: Effect of pulse-like ground motion and vertical load-to-capacity ratio. Dans: Soil Dynamics and Earthquake Engineering, v. 185 (octobre 2024).

    https://doi.org/10.1016/j.soildyn.2024.108874

  2. Homaei, Farshad (2023): Estimation of the inelastic displacement ratio for structures considering nonlinear soil-structure interaction. Dans: Bulletin of Earthquake Engineering, v. 21, n. 4 (3 janvier 2023).

    https://doi.org/10.1007/s10518-022-01595-6

  3. Mashhadi, Sima / Homaei, Farshad (2023): Soil-structure interaction and frequency components of near-fault records on the performance-based confidence levels of steel setback MRFs. Dans: Soil Dynamics and Earthquake Engineering, v. 166 (mars 2023).

    https://doi.org/10.1016/j.soildyn.2023.107759

  4. Homaei, Farshad / Bahramjerdi, Mohsen (2022): The maximum displacement demand of SDOF system based on the Iranian seismic design and seismic evaluation codes: from statistical assessment to modification in the demand-estimating equations. Dans: Bulletin of Earthquake Engineering, v. 20, n. 5 (février 2022).

    https://doi.org/10.1007/s10518-022-01327-w

  5. Homaei, Farshad / Mashhadi, Sima (2021): The effect of pulse-like ground motion on the performance-based confidence level of setback special steel moment-resisting frames. Dans: Journal of Building Engineering, v. 44 (décembre 2021).

    https://doi.org/10.1016/j.jobe.2021.103327

  6. Mashhadi, Sima / Homaei, Farshad / Asadi, Azita / Tajammolian, Hamed (2021): Fragility analysis of steel MRFs: Effects of frequency-content components of near-fault pulse-like ground motions and setbacks. Dans: Structures, v. 33 (octobre 2021).

    https://doi.org/10.1016/j.istruc.2021.06.087

  7. Mashhadi, Sima / Asadi, Azita / Homaei, Farshad / Tajammolian, Hamed (2021): Seismic response of mid-rise steel MRFs: the role of geometrical irregularity, frequency components of near-fault records, and soil-structure interaction. Dans: Bulletin of Earthquake Engineering, v. 19, n. 9 (mai 2021).

    https://doi.org/10.1007/s10518-021-01103-2

  8. Homaei, Farshad (2021): Estimation of the ductility and hysteretic energy demands for soil–structure systems. Dans: Bulletin of Earthquake Engineering, v. 19, n. 3 (janvier 2021).

    https://doi.org/10.1007/s10518-020-01028-2

  9. Homaei, Farshad (2021): Investigating the effects of inelastic soil-foundation interface response on the seismic demand of soil-structure systems. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 48, n. 2 (février 2021).

    https://doi.org/10.1139/cjce-2020-0059

  10. Homaei, Farshad / Yazdani, Mahdi (2020): The probabilistic seismic assessment of aged concrete arch bridges: The role of soil-structure interaction. Dans: Structures, v. 28 (décembre 2020).

    https://doi.org/10.1016/j.istruc.2020.09.038

  11. Mashhadi, Sima / Asadi, Azita / Homaei, Farshad / Tajammolian, Hamed (2020): The performance-based seismic response of special steel MRF: Effects of pulse-like ground motion and foundation safety factor. Dans: Structures, v. 28 (décembre 2020).

    https://doi.org/10.1016/j.istruc.2020.08.040

  12. Homaei, Farshad / Shakib, Hamzeh / Soltani, Masoud (2017): Probabilistic Seismic Performance Evaluation of Vertically Irregular Steel Building Considering Soil–Structure Interaction. Dans: International Journal of Civil Engineering, v. 15, n. 4 (mars 2017).

    https://doi.org/10.1007/s40999-017-0165-z

  13. Shakib, Hamzeh / Homaei, Farshad (2016): Probabilistic seismic performance assessment of the soil-structure interaction effect on seismic response of mid-rise setback steel buildings. Dans: Bulletin of Earthquake Engineering, v. 15, n. 7 (décembre 2016).

    https://doi.org/10.1007/s10518-017-0087-9

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