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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. Falborski, Tomasz / Murtas, Greta / Elkady, Ahmed / Lignos, Dimitrios / Kanvinde, Amit (2025): Evaluation of overstrength-based interaction checks for columns in steel moment frames. Dans: Journal of Constructional Steel Research, v. 224 (janvier 2025).

    https://doi.org/10.1016/j.jcsr.2024.109123

  2. Kendall, Grace / Belyi, Artem / Elkady, Ahmed (2024): Experimental investigation of welded steel T-stub components under high loading rates. Dans: Journal of Constructional Steel Research, v. 220 (septembre 2024).

    https://doi.org/10.1016/j.jcsr.2024.108851

  3. Georgiou, Gregory / Elkady, Ahmed (2024): ANN-Based Model for Predicting the Nonlinear Response of Flush Endplate Connections. Dans: Journal of Structural Engineering (ASCE), v. 150, n. 5 (mai 2024).

    https://doi.org/10.1061/jsendh.steng-13119

  4. Georgiou, Gregory / Elkady, Ahmed (2023): Predicting Flush End‐Plate Connections Response Using Artificial Neural Networks. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2241

  5. Ding, Zizhou / Elkady, Ahmed (2023): Accuracy assessment of predictive models for semirigid extended end‐plate connections. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2242

  6. Ding, Zizhou / Elkady, Ahmed (2023): Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models. Dans: Journal of Structural Engineering (ASCE), v. 149, n. 9 (septembre 2023).

    https://doi.org/10.1061/jsendh.steng-11797

  7. Elkady, Ahmed / Güell, Gerard / Lignos, Dimitrios G. (2020): Proposed methodology for building‐specific earthquake loss assessment including column residual axial shortening. Dans: Earthquake Engineering and Structural Dynamics, v. 49, n. 4 (10 avril 2020).

    https://doi.org/10.1002/eqe.3242

  8. Elkady, Ahmed / Lignos, Dimitrios G.: Effect of Composite Action on the Dynamic Stability of Special Steel Moment Resisting Frames Designed in Seismic Regions. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.

    https://doi.org/10.1061/9780784412848.188

  9. Elkady, Ahmed (2022): Response characteristics of flush end-plate connections. Dans: Engineering Structures, v. 269 (octobre 2022).

    https://doi.org/10.1016/j.engstruct.2022.114856

  10. Elkady, Ahmed / Ghimire, Subash / Lignos, Dimitrios G. (2018): Fragility Curves for Wide-Flange Steel Columns and Implications for Building-Specific Earthquake-Induced Loss Assessment. Dans: Earthquake Spectra, v. 34, n. 3 (août 2018).

    https://doi.org/10.1193/122017eqs260m

  11. Mak, Lam / Elkady, Ahmed (2021): Experimental Database for Steel Flush End-Plate Connections. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 7 (juillet 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0003064

  12. Skiadopoulos, Andronikos / Elkady, Ahmed / Lignos, Dimitrios G. (2021): Proposed Panel Zone Model for Seismic Design of Steel Moment-Resisting Frames. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 4 (avril 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002935

  13. El Jisr, Hammad / Elkady, Ahmed / Lignos, Dimitrios G. (2020): Hysteretic Behavior of Moment-Resisting Frames Considering Slab Restraint and Framing Action. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 8 (août 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002696

  14. Cravero, Julien / Elkady, Ahmed / Lignos, Dimitrios G. (2020): Experimental Evaluation and Numerical Modeling of Wide-Flange Steel Columns Subjected to Constant and Variable Axial Load Coupled with Lateral Drift Demands. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 3 (mars 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002499

  15. El Jisr, Hammad / Elkady, Ahmed / Lignos, Dimitrios G. (2019): Composite steel beam database for seismic design and performance assessment of composite-steel moment-resisting frame systems. Dans: Bulletin of Earthquake Engineering, v. 17, n. 6 (avril 2019).

    https://doi.org/10.1007/s10518-019-00564-w

  16. Lignos, Dimitrios G. / Hartloper, Alexander R. / Elkady, Ahmed / Deierlein, Gregory G. / Hamburger, Ronald (2019): Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering. Dans: Journal of Structural Engineering (ASCE), v. 145, n. 9 (septembre 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002353

  17. Elkady, Ahmed / Lignos, Dimitrios G. (2015): Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames. Dans: Earthquake Engineering and Structural Dynamics, v. 44, n. 8 (10 juillet 2015).

    https://doi.org/10.1002/eqe.2519

  18. Elkady, Ahmed / Lignos, Dimitrios G. (2014): Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames. Dans: Earthquake Engineering and Structural Dynamics, v. 43, n. 13 (10 octobre 2014).

    https://doi.org/10.1002/eqe.2430

  19. Elkady, Ahmed / Lignos, Dimitrios G. (2014): Analytical investigation of the cyclic behavior and plastic hinge formation in deep wide-flange steel beam-columns. Dans: Bulletin of Earthquake Engineering, v. 13, n. 4 (novembre 2014).

    https://doi.org/10.1007/s10518-014-9640-y

  20. Elkady, Ahmed / Lignos, Dimitrios G. (2018): Full-Scale Testing of Deep Wide-Flange Steel Columns under Multiaxis Cyclic Loading: Loading Sequence, Boundary Effects, and Lateral Stability Bracing Force Demands. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 2 (février 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0001937

  21. Elkady, Ahmed / Lignos, Dimitrios G. (2018): Improved Seismic Design and Nonlinear Modeling Recommendations for Wide-Flange Steel Columns. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 9 (septembre 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0002166

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