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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. Saadati, Davood / Javadi, Pasha / Moghadam, A. S. / Hosseini, Mir Hamid (2024): Evaluation of Steel Diagrid Structural System Under Near-Fault Earthquakes. Dans: Journal of Earthquake Engineering, v. 28, n. 8 (février 2024).

    https://doi.org/10.1080/13632469.2023.2290105

  2. Saadati, Davood / Moghadam, A. S. (2023): EZRVS: An AI-Based Web Application to Significantly Enhance Seismic Rapid Visual Screening of Buildings. Dans: Journal of Earthquake Engineering, v. 28, n. 3 (juin 2023).

    https://doi.org/10.1080/13632469.2023.2217944

  3. Shadman Heidari, Peyman / Aziminejad, Armin / Moghadam, A. S. / Jafari, Mohammad Ali (2022): Experimental and analytical investigation of drilled flange connections (DFCs) with radial drilling patterns. Dans: Journal of Building Engineering, v. 52 (juillet 2022).

    https://doi.org/10.1016/j.jobe.2022.104493

  4. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2010): Assessment of modal pushover analysis and conventional nonlinear static procedure with load distributions of federal emergency management agency for high-rise buildings. Dans: The Structural Design of Tall and Special Buildings, v. 19, n. 3 (avril 2010).

    https://doi.org/10.1002/tal.487

  5. Badri, Ramin K. / Moghadam, A. S. (2021): Assessing the importance of deterioration properties for the design decision-makings of low-rise asymmetric reinforced concrete buildings. Dans: Structures, v. 30 (avril 2021).

    https://doi.org/10.1016/j.istruc.2021.01.030

  6. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2011): A consecutive modal pushover procedure for nonlinear static analysis of one-way unsymmetric-plan tall building structures. Dans: Engineering Structures, v. 33, n. 9 (septembre 2011).

    https://doi.org/10.1016/j.engstruct.2011.04.013

  7. Shabani, M. J. / Moghadam, A. S. / Aziminejad, A. / Razzaghi, M. S. (2021): W-section steel columns energy criteria considering beams for progressive collapse analysis. Dans: Journal of Constructional Steel Research, v. 177 (février 2021).

    https://doi.org/10.1016/j.jcsr.2020.106479

  8. Shadman Heidari, Peyman / Aziminejad, Armin / Moghadam, A. S. / Jafari, Mohammad Ali (2020): Evaluation of drilled flange connections with combined arrangements of holes and notches. Dans: Bulletin of Earthquake Engineering, v. 18, n. 14 (août 2020).

    https://doi.org/10.1007/s10518-020-00920-1

  9. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2014): The extended consecutive modal pushover procedure for estimating the seismic demands of two-way unsymmetric-plan tall buildings under influence of two horizontal components of ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 63 (août 2014).

    https://doi.org/10.1016/j.soildyn.2014.02.001

  10. Soleimani, S. / Aziminejad, A. / Moghadam, A. S. (2017): Extending the concept of energy-based pushover analysis to assess seismic demands of asymmetric-plan buildings. Dans: Soil Dynamics and Earthquake Engineering, v. 93 (février 2017).

    https://doi.org/10.1016/j.soildyn.2016.11.014

  11. Mansoori, M. R. / Moghadam, A. S. (2009): Using viscous damper distribution to reduce multiple seismic responses of asymmetric structures. Dans: Journal of Constructional Steel Research, v. 65, n. 12 (décembre 2009).

    https://doi.org/10.1016/j.jcsr.2009.06.016

  12. Moghadam, A. S. / Tso, W. K. (2000): Extension of Eurocode 8 Torsional Provisions to Multi-Storey Buildings. Dans: Journal of Earthquake Engineering, v. 4, n. 1 ( 2000).

    https://doi.org/10.1080/13632460009350361

  13. Aziminejad, A. / Moghadam, A. S. (2010): Fragility-Based Performance Evaluation of Asymmetric Single-Story Buildings in Near Field and Far Field Earthquakes. Dans: Journal of Earthquake Engineering, v. 14, n. 6 ( 2010).

    https://doi.org/10.1080/13632460902837728

  14. Badri, R. K. / Nekooei, M. / Moghadam, A. S. (2015): The Variance of Collapse Capacity of Symmetric and Asymmetric Low-Rise RC-SMF Buildings. Dans: Journal of Earthquake Engineering, v. 19, n. 8 ( 2015).

    https://doi.org/10.1080/13632469.2015.1049387

  15. Badri, Ramin K. / Moghadam, A. S. / Nekooei, M. (2016): The Influence of Deterioration Parameters on the Response of Low-Rise Symmetric and Asymmetric RC Buildings. Dans: International Journal of Civil Engineering, v. 14, n. 8 (mai 2016).

    https://doi.org/10.1007/s40999-016-0038-x

  16. Azmoodeh, B. M. / Moghadam, A. S. (2011): Optimum seismic retrofitting technique for buildings. Dans: Civil Engineering and Environmental Systems, v. 28, n. 1 (mars 2011).

    https://doi.org/10.1080/10286600903416601

  17. Rezavandi, A. / Moghadam, A. S. (2007): Experimental and Numerical Study on Pounding Effects and Mitigation Techniques for Adjacent Structures. Dans: Advances in Structural Engineering, v. 10, n. 2 (avril 2007).

    https://doi.org/10.1260/136943307780429752

  18. Poursha, Mehdi / Khoshnoudian, Faramarz / Moghadam, A. S. (2009): A consecutive modal pushover procedure for estimating the seismic demands of tall buildings. Dans: Engineering Structures, v. 31, n. 2 (février 2009).

    https://doi.org/10.1016/j.engstruct.2008.10.009

  19. Soleimani, Sahman / Aziminejad, Armin / Moghadam, A. S. (2018): Approximate two-component incremental dynamic analysis using a bidirectional energy-based pushover procedure. Dans: Engineering Structures, v. 157 (février 2018).

    https://doi.org/10.1016/j.engstruct.2017.11.056

  20. Haj Seiyed Taghia, S. A. / Moghadam, A. S. / Ghafory Ashtiany, M. (2014): Seismic performance of torsionally stiff and flexible multi-story concentrically steel braced buildings. Dans: The Structural Design of Tall and Special Buildings, v. 23, n. 2 (10 février 2014).

    https://doi.org/10.1002/tal.1031

  21. Tso, W. K. / Moghadam, A. S. (1998): Pushover procedure for seismic analysis of buildings. Dans: Progress in Structural Engineering and Materials, v. 1, n. 3 (avril 1998).

    https://doi.org/10.1002/pse.2260010317

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