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A. S. Moghadam

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Saadati, Davood / Javadi, Pasha / Moghadam, A. S. / Hosseini, Mir Hamid (2024): Evaluation of Steel Diagrid Structural System Under Near-Fault Earthquakes. In: Journal of Earthquake Engineering, v. 28, n. 8 (Februar 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. In: Journal of Earthquake Engineering, v. 28, n. 3 (Juni 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. In: Journal of Building Engineering, v. 52 (Juli 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. In: The Structural Design of Tall and Special Buildings, v. 19, n. 3 (April 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. In: Structures, v. 30 (April 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. In: Engineering Structures, v. 33, n. 9 (September 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. In: Journal of Constructional Steel Research, v. 177 (Februar 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. In: Bulletin of Earthquake Engineering, v. 18, n. 14 (August 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. In: Soil Dynamics and Earthquake Engineering, v. 63 (August 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. In: Soil Dynamics and Earthquake Engineering, v. 93 (Februar 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. In: Journal of Constructional Steel Research, v. 65, n. 12 (Dezember 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. In: 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. In: 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. In: 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. In: 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. In: Civil Engineering and Environmental Systems, v. 28, n. 1 (März 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. In: Advances in Structural Engineering, v. 10, n. 2 (April 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. In: Engineering Structures, v. 31, n. 2 (Februar 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. In: Engineering Structures, v. 157 (Februar 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. In: The Structural Design of Tall and Special Buildings, v. 23, n. 2 (10 Februar 2014).

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

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

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

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