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Publicité

Mehdi Poursha 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. Saadatkhah, Amir / Reza Chenaghlou, Mohammad / Poursha, Mehdi: Equivalent damping ratios of nonclassically damped structures composed of two substructures along the height by using equivalent two‐degree‐of‐freedom systems. Dans: The Structural Design of Tall and Special Buildings.

    https://doi.org/10.1002/tal.2182

  2. Bohlouli, Zohreh / Poursha, Mehdi (2024): Effects of P-delta and spectral shape of ground motion records on strength reduction factor and inelastic displacement ratio of SDOF systems with deterioration. Dans: Structures, v. 69 (novembre 2024).

    https://doi.org/10.1016/j.istruc.2024.107410

  3. Jafarzadeh, Hamed / Poursha, Mehdi / Abedi, Karim (2024): Seismic design parameters of double-layer diamatic domes. Dans: Soil Dynamics and Earthquake Engineering, v. 186 (novembre 2024).

    https://doi.org/10.1016/j.soildyn.2024.108951

  4. Karimi, Elaheh / Poursha, Mehdi (2024): The extended consecutive modal pushover (ECMP) procedure for the seismic assessment of tall dual steel concentrically braced-moment resisting systems and concentrically braced frame (CBF) buildings. Dans: Structures, v. 67 (septembre 2024).

    https://doi.org/10.1016/j.istruc.2024.106919

  5. Norouzi, Amin / Poursha, Mehdi / Amini, Mohamad Amin (2024): Seismic collapse fragility analysis of steel moment-resisting frames (MRFs) with stiffness and strength deterioration considering the spectral shape of ground motion records. Dans: Soil Dynamics and Earthquake Engineering, v. 183 (août 2024).

    https://doi.org/10.1016/j.soildyn.2024.108781

  6. Abdollahi, Ali / Poursha, Mehdi / Abedi, Karim (2024): Seismic response modification factors of single-layer diamatic dome structures. Dans: Engineering Structures, v. 310 (juillet 2024).

    https://doi.org/10.1016/j.engstruct.2024.118091

  7. Daei, Aydin / Poursha, Mehdi / Zarrin, Mohamad (2023): Sensitivity of structural responses to the processing of near-fault ground motion records containing fling-step. Dans: Advances in Structural Engineering, v. 26, n. 6 (janvier 2023).

    https://doi.org/10.1177/13694332221148550

  8. Kosarzadeh, Hanieh / Poursha, Mehdi (2023): Seismic evaluation of vertically irregular RC frames subjected to mainshock-aftershock sequences of near-fault and far-fault ground motions. Dans: Structures, v. 49 (mars 2023).

    https://doi.org/10.1016/j.istruc.2023.01.102

  9. Saadatkhah, Amir / Reza Chenaghlou, Mohammad / Poursha, Mehdi (2023): A simplified formula for the determination of the fundamental period of mixed structures with vertical combination of different seismic resisting systems. Dans: Structures, v. 47 (janvier 2023).

    https://doi.org/10.1016/j.istruc.2022.11.091

  10. Amini, Mohamad Amin / Poursha, Mehdi (2022): Extension of the SMP, AFMP, and NADP procedures to one-way asymmetric-plan tall buildings. Dans: Soil Dynamics and Earthquake Engineering, v. 163 (décembre 2022).

    https://doi.org/10.1016/j.soildyn.2022.107500

  11. 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

  12. Norouzi, Amin / Poursha, Mehdi (2021): Effect of the spectral shape of ground motion records on the collapse fragility assessment of degrading SDOF systems. Dans: Earthquake Engineering and Engineering Vibration, v. 20, n. 4 (septembre 2021).

    https://doi.org/10.1007/s11803-021-2061-4

  13. Rostami, Afshin / Poursha, Mehdi (2021): A lateral load distribution for the static analysis of base-isolated building frames under the effect of far-fault and near-fault ground motions. Dans: Structures, v. 34 (décembre 2021).

    https://doi.org/10.1016/j.istruc.2021.08.125

  14. Zarrin, Mohamad / Poursha, Mehdi / Gharabaghi, A. R. Mostafa (2021): An updated consecutive modal pushover (UCMP) procedure for estimating the ductility level earthquake design demands of jacket offshore platforms. Dans: Soil Dynamics and Earthquake Engineering, v. 145 (juin 2021).

    https://doi.org/10.1016/j.soildyn.2021.106680

  15. Daei, Aydin / Poursha, Mehdi (2021): On the accuracy of enhanced pushover procedures for seismic performance evaluation of code-conforming RC moment-resisting frame buildings subjected to pulse-like and non-pulse-like excitations. Dans: Structures, v. 32 (août 2021).

    https://doi.org/10.1016/j.istruc.2021.03.035

  16. Daei, Aydin / Poursha, Mehdi / Zarrin, Mohamad (2021): Seismic Performance Evaluation of Code-compliant RC Moment-resisting Frame Buildings Subjected to Near-fault Pulse-like and Non-pulse-like Ground Motions. Dans: Journal of Earthquake Engineering, v. 26, n. 10 (juillet 2021).

    https://doi.org/10.1080/13632469.2020.1859003

  17. 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

  18. Khalili, Reza / Poursha, Mehdi / Abedi, Karim (2020): Behavior factor and displacement amplification factor for the seismic design of single-layer barrel vaults. Dans: Journal of Constructional Steel Research, v. 169 (juin 2020).

    https://doi.org/10.1016/j.jcsr.2020.105987

  19. Nezhad, Moosa Ebrahimi / Poursha, Mehdi (2015): Seismic evaluation of vertically irregular building frames with stiffness, strength, combined-stiffness-and-strength and mass irregularities. Dans: Earthquakes and Structures, v. 9, n. 2 (août 2015).

    https://doi.org/10.12989/eas.2015.9.2.353

  20. Kosari, Ebrahim / Poursha, Mehdi / Abedi, Karim (2019): Seismic Evaluation of Tall Unstiffened Steel Plate Shear Wall (SPSW) Systems with Emphasis on Reversal Phenomenon in the Higher Mode Pushover Curve. Dans: International Journal of Civil Engineering, v. 17, n. 5 (février 2019).

    https://doi.org/10.1007/s40999-018-0286-z

  21. 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

  22. Norouzi, Amin / Poursha, Mehdi (2018): The collapse period of degrading SDOF systems considering a broad range of structural parameters. Dans: Soil Dynamics and Earthquake Engineering, v. 115 (décembre 2018).

    https://doi.org/10.1016/j.soildyn.2018.09.004

  23. Poursha, Mehdi / Samarin, Esmaiel Talebi (2015): The modified and extended upper-bound (UB) pushover method for the multi-mode pushover analysis of unsymmetric-plan tall buildings. Dans: Soil Dynamics and Earthquake Engineering, v. 71 (avril 2015).

    https://doi.org/10.1016/j.soildyn.2015.01.012

  24. Faal, Hossein Nakhostin / Poursha, Mehdi (2017): Applicability of the N2, extended N2 and modal pushover analysis methods for the seismic evaluation of base-isolated building frames with lead rubber bearings (LRBs). Dans: Soil Dynamics and Earthquake Engineering, v. 98 (juillet 2017).

    https://doi.org/10.1016/j.soildyn.2017.03.036

  25. Amini, Mohamad Amin / Poursha, Mehdi (2018): Prediction of the force demands of tall buildings through the enhanced pushover procedures. Dans: The Structural Design of Tall and Special Buildings, v. 27, n. 17 (10 décembre 2018).

    https://doi.org/10.1002/tal.1540

  26. 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

  27. Bohlouli, Zohreh / Poursha, Mehdi (2016): Seismic evaluation of geometrically irregular steel moment resisting frames with setbacks considering their dynamic characteristics. Dans: Bulletin of Earthquake Engineering, v. 14, n. 10 (mai 2016).

    https://doi.org/10.1007/s10518-016-9910-y

  28. Poursha, Mehdi / Amini, Mohamad Amin (2014): A single-run multi-mode pushover analysis to account for the effect of higher modes in estimating the seismic demands of tall buildings. Dans: Bulletin of Earthquake Engineering, v. 13, n. 8 (décembre 2014).

    https://doi.org/10.1007/s10518-014-9721-y

  29. Amini, Mohamad Amin / Poursha, Mehdi (2016): A non-adaptive displacement-based pushover procedure for the nonlinear static analysis of tall building frames. Dans: Engineering Structures, v. 126 (novembre 2016).

    https://doi.org/10.1016/j.engstruct.2016.08.009

  30. Amini, Mohamad Amin / Poursha, Mehdi (2018): Adaptive Force-Based Multimode Pushover Analysis for Seismic Evaluation of Midrise Buildings. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 8 (août 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0002070

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