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Publicité

Marwan Shedid 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. Elghandour, Bahaa / Eltahawy, Reham / Shedid, Marwan / Abdelrahman, Amr (2023): Prediction of shear strength for CFRP reinforced concrete beams without stirrups. Dans: Engineering Structures, v. 284 (juin 2023).

    https://doi.org/10.1016/j.engstruct.2023.115946

  2. Elkheshen, Mohamed / Eltahawy, Reham / Shedid, Marwan / Abdelrahman, Amr (2022): Numerical verification for concrete beams reinforced with CFRP subjected to pure torsion. Dans: Engineering Structures, v. 268 (octobre 2022).

    https://doi.org/10.1016/j.engstruct.2022.114739

  3. Abdelwahab, Ahmad / Bedeir, Hassan / Shedid, Marwan / Okail, Hussein / Abdelrahman, Amr (2020): Simplified mechanics-based approach for modeling of flexurally dominated reinforced masonry structural wall systems subjected to lateral load. Dans: Engineering Structures, v. 210 (mai 2020).

    https://doi.org/10.1016/j.engstruct.2020.110351

  4. Razaqpur, A. Ghani / Shedid, Marwan / Petrina, David (2011): Behavior of Beams Strengthened with Novel Self-Anchored Near-Surface-Mounted CFRP Bars. Dans: Journal of Composites for Construction, v. 15, n. 4 (août 2011).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000183

  5. Razaqpur, A. Ghani / Shedid, Marwan / Isgor, Burkan (2011): Shear Strength of Fiber-Reinforced Polymer Reinforced Concrete Beams Subject to Unsymmetric Loading. Dans: Journal of Composites for Construction, v. 15, n. 4 (août 2011).

    https://doi.org/10.1061/(asce)cc.1943-5614.0000184

  6. Bedeir, Hassan / Shedid, Marwan / Okail, Hussein / Hamdy, Osama (2019): Numerical modeling of a two story third-scale reinforced masonry shear wall building subjected to quasi-static lateral loading. Dans: Engineering Structures, v. 181 (février 2019).

    https://doi.org/10.1016/j.engstruct.2018.12.010

  7. Razaqpur, A. Ghani / Shedid, Marwan / Nofal, Mostafa (2013): Experimental investigation of load distribution in a composite girder bridge at elastic versus inelastic states. Dans: Engineering Structures, v. 49 (avril 2013).

    https://doi.org/10.1016/j.engstruct.2012.10.034

  8. Razaqpur, A. Ghani / Shedid, Marwan / Nofal, Mostafa (2012): Inelastic load distribution in multi-girder composite bridges. Dans: Engineering Structures, v. 44 (novembre 2012).

    https://doi.org/10.1016/j.engstruct.2012.05.014

  9. Ashour, Ahmed / El-Dakhakhni, Wael / Shedid, Marwan (2016): Experimental Evaluation of the System-Level Seismic Performance and Robustness of an Asymmetrical Reinforced Concrete Block Building. Dans: Journal of Structural Engineering (ASCE), v. 142, n. 10 (octobre 2016).

    https://doi.org/10.1061/(asce)st.1943-541x.0001529

  10. Heerema, Paul / Shedid, Marwan / El-Dakhakhni, Wael (2015): Seismic Response Analysis of a Reinforced Concrete Block Shear Wall Asymmetric Building. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 7 (juillet 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001140

  11. Heerema, Paul / Ashour, Ahmed / Shedid, Marwan / El-Dakhakhni, Wael (2015): System-Level Displacement- and Performance-Based Seismic Design Parameter Quantifications for an Asymmetrical Reinforced Concrete Masonry Building. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 11 (novembre 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001258

  12. Heerema, Paul / Shedid, Marwan / Konstantinidis, Dimitrios / El-Dakhakhni, Wael (2015): System-Level Seismic Performance Assessment of an Asymmetrical Reinforced Concrete Block Shear Wall Building. Dans: Journal of Structural Engineering (ASCE), v. 141, n. 12 (décembre 2015).

    https://doi.org/10.1061/(asce)st.1943-541x.0001298

  13. Razaqpur, A. Ghani / Nofal, Mostafa / Shedid, Marwan / Esfandiari, Afshin (2012): Nonlinear behaviour of steel–concrete composite bridges: finite element modelling and experimental verification. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 39, n. 2 (février 2012).

    https://doi.org/10.1139/l11-124

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