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Mehdi Ghassemieh 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. Jafarian, Shervin / Esmaelian, Mohammad / Shekarchi, Mohammad / Ghassemieh, Mehdi (2024): Performance of low-carbon textile-reinforced mortar: Out-of-plane response of strengthened masonry walls. Dans: Construction and Building Materials, v. 415 (février 2024).

    https://doi.org/10.1016/j.conbuildmat.2024.134904

  2. Seifan, Fereshteh / Mirghaderi, Seyed Rasoul / Ghassemieh, Mehdi (2022): An experimental study of new friction-slip connection for moment-frames with continuous beams. Dans: Journal of Constructional Steel Research, v. 198 (novembre 2022).

    https://doi.org/10.1016/j.jcsr.2022.107571

  3. Majlesi, Arsalan / Asadi-Ghoozhdi, Hamid / Bamshad, Omid / Attarnejad, Reza / Masoodi, Amir R. / Ghassemieh, Mehdi (2022): On the Seismic Evaluation of Steel Frames Laterally Braced with Perforated Steel Plate Shear Walls Considering Semi-Rigid Connections. Dans: Buildings, v. 12, n. 9 (16 septembre 2022).

    https://doi.org/10.3390/buildings12091427

  4. Ghassemieh, Mehdi / Sokhtesaraei, Mohammad Hassani / Akbarpour, Hamed (2022): Development of a New Cyclic Loading Protocol for Seismic Performance Assessment of Steel Moment Connections. Dans: Journal of Earthquake Engineering, v. 26, n. 16 (janvier 2022).

    https://doi.org/10.1080/13632469.2021.1991514

  5. Vahedi, Niloufar / Ghassemieh, Mehdi (2021): Preference of Hybrid Steel Frame with Exclusive Seismic Performance Using the Analytic Hierarchy Process. Dans: Journal of Earthquake Engineering, v. 26, n. 10 (juillet 2021).

    https://doi.org/10.1080/13632469.2021.1875937

  6. Ghassemieh, Mehdi / Shamim, Iman / Gholampour, Ali Akbar (2014): Influence of the axial force on the behavior of endplate moment connections. Dans: Structural Engineering and Mechanics, v. 49, n. 1 (janvier 2014).

    https://doi.org/10.12989/sem.2014.49.1.023

  7. Bamshad, Omid / Ghassemieh, Mehdi (2020): Development of Modified Ibarra–Krawinkler Deterioration Model for One-Story Steel Plate Shear Wall. Dans: International Journal of Steel Structures, v. 20, n. 5 ( 2020).

    https://doi.org/10.1007/s13296-020-00407-4

  8. Seifan, Fereshteh / Mirghaderi, Seyed Rasoul / Ghassemieh, Mehdi (2020): A new friction-slip connection for moment frames with continuous beams. Dans: Journal of Constructional Steel Research, v. 175 (décembre 2020).

    https://doi.org/10.1016/j.jcsr.2020.106337

  9. Aryan, Hadi / Ghassemieh, Mehdi (2020): Numerical Assessment of Vertical Ground Motion Effects on Highway Bridges. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 47, n. 7 (juillet 2020).

    https://doi.org/10.1139/cjce-2019-0096

  10. Rahmzadeh, Ahmad / Ghassemieh, Mehdi / Park, Yeonho / Abolmaali, Ali (2016): Effect of stiffeners on steel plate shear wall systems. Dans: Steel and Composite Structures, v. 20, n. 3 ( 2016).

    https://doi.org/10.12989/scs.2016.20.3.545

  11. Abouali, Sahar / Shahverdi, Moslem / Ghassemieh, Mehdi / Motavalli, Masoud (2019): Nonlinear simulation of reinforced concrete beams retrofitted by near-surface mounted iron-based shape memory alloys. Dans: Engineering Structures, v. 187 (mai 2019).

    https://doi.org/10.1016/j.engstruct.2019.02.060

  12. Razavi, Hadi / Abolmaali, Ali / Ghassemieh, Mehdi (2007): Invisible elastic bolt model concept for finite element analysis of bolted connections. Dans: Journal of Constructional Steel Research, v. 63, n. 5 (mai 2007).

    https://doi.org/10.1016/j.jcsr.2006.07.003

  13. Abolmaali, Ali / Kukreti, Anant / Motahari, Ardavan / Ghassemieh, Mehdi (2009): Energy dissipation characteristics of semi-rigid connections. Dans: Journal of Constructional Steel Research, v. 65, n. 5 (mai 2009).

    https://doi.org/10.1016/j.jcsr.2008.05.014

  14. Kiamanesh, Roozbeh / Abolmaali, Ali / Ghassemieh, Mehdi (2010): The effect of stiffeners on the strain patterns of the welded connection zone. Dans: Journal of Constructional Steel Research, v. 66, n. 1 (janvier 2010).

    https://doi.org/10.1016/j.jcsr.2009.07.010

  15. Farmani, Mohammad Amin / Ghassemieh, Mehdi (2017): Steel beam-to-column connections equipped with SMA tendons and energy dissipating devices including shear tabs or web hourglass pins. Dans: Journal of Constructional Steel Research, v. 135 (août 2017).

    https://doi.org/10.1016/j.jcsr.2017.04.003

  16. Kukreti, Anant R. / Murray, Thomas M. / Ghassemieh, Mehdi (1989): Finite element modeling of large capacity stiffened steel tee-hanger connections. Dans: Computers & Structures, v. 32, n. 2 (janvier 1989).

    https://doi.org/10.1016/0045-7949(89)90052-7

  17. Ghassemieh, Mehdi / Bahaari, Mohammad Reza / Ghodratian, Seyed Mohyeddin / Nojoumi, Seyed Ali (2012): Improvement of Concrete Shear Wall Structures by Smart Materials. Dans: Open Journal of Civil Engineering, v. 2, n. 3 ( 2012).

    https://doi.org/10.4236/ojce.2012.23014

  18. Goudarzi, Alireza / Ghassemieh, Mehdi / Fanaie, Nader / Laefer, Debra Fern / Baei, Mahmoud (2017): Axial load effects on flush end-plate moment connections. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 170, n. 3 (mars 2017).

    https://doi.org/10.1680/jstbu.15.00042

  19. Motahari, S. Ardavan / Ghassemieh, Mehdi (2007): Multilinear one-dimensional shape memory material model for use in structural engineering applications. Dans: Engineering Structures, v. 29, n. 6 (juin 2007).

    https://doi.org/10.1016/j.engstruct.2006.06.007

  20. Kukreti, Anant R. / Ghassemieh, Mehdi / Murray, Thomas M. (1990): Behavior and Design of Large‐Capacity Moment End Plates. Dans: Journal of Structural Engineering (ASCE), v. 116, n. 3 (mars 1990).

    https://doi.org/10.1061/(asce)0733-9445(1990)116:3(809)

  21. Farmani, Mohammad Amin / Ghassemieh, Mehdi (2016): Shape memory alloy-based moment connections with superior self-centering properties. Dans: Smart Materials and Structures, v. 25, n. 7 (juillet 2016).

    https://doi.org/10.1088/0964-1726/25/7/075028

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