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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. Hassanzadeh, Aydin / Moradi, Saber / Burton, Henry V. (2024): Performance‐based optimum seismic design of self‐centering steel moment frames with SMA‐based connections. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 5 (janvier 2024).

    https://doi.org/10.1002/eqe.4098

  2. Goshtaei, Seyed Matin / Moradi, Saber / Hossain, Khandaker M. Anwar (2024): Multi-objective optimization of energy-dissipating steel plate fuse links using response surface method. Dans: Structures, v. 62 (avril 2024).

    https://doi.org/10.1016/j.istruc.2024.106224

  3. Froozanfar, Mohammad / Moradi, Saber / Kianoush, Reza / Speicher, Matthew S. / Di Sarno, Luigi (2024): Review of self-centering rocking systems for earthquake-resistant building structures: State of the art. Dans: Journal of Building Engineering, v. 84 (mai 2024).

    https://doi.org/10.1016/j.jobe.2024.108607

  4. Mohammadi Nia, Majid / Moradi, Saber / Yang, T. Y. (2023): Performance-based seismic design of self-centering steel moment frames with SMA-bolted connections. Dans: Journal of Constructional Steel Research, v. 208 (septembre 2023).

    https://doi.org/10.1016/j.jcsr.2023.107990

  5. Mohammadi Nia, Majid / Moradi, Saber (2022): Artificial Neural Network–Based Predictive Tool for Modeling of Self-Centering Endplate Connections with SMA Bolts. Dans: Journal of Structural Engineering (ASCE), v. 148, n. 12 (décembre 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003492

  6. Moradi, Saber / Shahria Alam, M. (2016): Finite-Element Simulation of Posttensioned Steel Connections with Bolted Angles under Cyclic Loading. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 1 (janvier 2016).

    https://doi.org/10.1061/(ASCE)ST.1943-541X.0001336

  7. Majumerd, Mohammad Javad Ebrahimi / Mohammadi Dehcheshmeh, Esmaeil / Broujerdian, Vahid / Moradi, Saber (2022): Self-centering rocking dual-core braced frames with buckling-restrained fuses. Dans: Journal of Constructional Steel Research, v. 194 (juillet 2022).

    https://doi.org/10.1016/j.jcsr.2022.107322

  8. Hassanzadeh, Aydin / Moradi, Saber (2022): Topology optimization and seismic collapse assessment of shape memory alloy (SMA)-braced frames: Effectiveness of Fe-based SMAs. Dans: Frontiers of Structural and Civil Engineering, v. 16, n. 3 (mars 2022).

    https://doi.org/10.1007/s11709-022-0807-3

  9. Goshtaei, Seyed Matin / Moradi, Saber / Hossain, Khandaker M. Anwar (2022): Sensitivity analysis of self-centering column base connections with shape memory alloy bolts. Dans: Structures, v. 38 (avril 2022).

    https://doi.org/10.1016/j.istruc.2022.02.064

  10. Mohammadi Nia, Majid / Moradi, Saber (2021): Surrogate models for endplate beam-column connections with shape memory alloy bolts. Dans: Journal of Constructional Steel Research, v. 187 (décembre 2021).

    https://doi.org/10.1016/j.jcsr.2021.106929

  11. Sabouri Ghannad, Mohammad Mahdi / Mohammadi Nia, Majid / Moradi, Saber (2021): Predictive equations and continuum FE models for self-centering response of SMA-based steel beam-column connections with steel angles. Dans: Journal of Building Engineering, v. 43 (novembre 2021).

    https://doi.org/10.1016/j.jobe.2021.102859

  12. Mohammadi Nia, Majid / Moradi, Saber (2020): Effects of design factors on the cyclic response of sloped RBS moment connections. Dans: Engineering Structures, v. 207 (mars 2020).

    https://doi.org/10.1016/j.engstruct.2020.110228

  13. Siar Mahmood Shah, Ahmad / Moradi, Saber (2020): Cyclic response sensitivity of energy dissipating steel plate fuses. Dans: Structures, v. 23 (février 2020).

    https://doi.org/10.1016/j.istruc.2019.12.026

  14. Moradi, Saber / Shahria Alam, M. / Milani, Abbas S. (2015): Cyclic response sensitivity of post-tensioned steel connections using sequential fractional factorial design. Dans: Journal of Constructional Steel Research, v. 112 (septembre 2015).

    https://doi.org/10.1016/j.jcsr.2015.04.022

  15. Guan, Xingquan / Burton, Henry / Moradi, Saber (2018): Seismic performance of a self-centering steel moment frame building: From component-level modeling to economic loss assessment. Dans: Journal of Constructional Steel Research, v. 150 (novembre 2018).

    https://doi.org/10.1016/j.jcsr.2018.07.026

  16. Moradi, Saber / Shahria Alam, M. (2017): Multi-criteria optimization of lateral load-drift response of posttensioned steel beam-column connections. Dans: Engineering Structures, v. 130 (janvier 2017).

    https://doi.org/10.1016/j.engstruct.2016.10.005

  17. Moradi, Saber / Burton, Henry V. / Kumar, Ishaan (2018): Parameterized fragility functions for controlled rocking steel braced frames. Dans: Engineering Structures, v. 176 (décembre 2018).

    https://doi.org/10.1016/j.engstruct.2018.09.001

  18. Moradi, Saber / Shahria Alam, M. (2017): Lateral Load–Drift Response and Limit States of Posttensioned Steel Beam-Column Connections: Parametric Study. Dans: Journal of Structural Engineering (ASCE), v. 143, n. 7 (juillet 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001772

  19. Moradi, Saber / Burton, Henry V. (2018): Response surface analysis and optimization of controlled rocking steel braced frames. Dans: Bulletin of Earthquake Engineering, v. 16, n. 10 (février 2018).

    https://doi.org/10.1007/s10518-018-0373-1

  20. Moni, Moniruzzaman / Moradi, Saber / Shahria Alam, M. (2016): Response modification factors for steel buckling restrained braced frames designed as per the 2010 National Building Code of Canada. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 43, n. 8 (août 2016).

    https://doi.org/10.1139/cjce-2014-0014

  21. Moradi, Saber / Shahria Alam, M. / Asgarian, Behrouz (2014): Incremental dynamic analysis of steel frames equipped with NiTi shape memory alloy braces. Dans: The Structural Design of Tall and Special Buildings, v. 23, n. 18 (25 décembre 2014).

    https://doi.org/10.1002/tal.1149

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