Mehdi Poursha 
- : Equivalent damping ratios of nonclassically damped structures composed of two substructures along the height by using equivalent two‐degree‐of‐freedom systems. In: The Structural Design of Tall and Special Buildings.
- (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. In: Structures, v. 69 (November 2024).
- (2024): Seismic design parameters of double-layer diamatic domes. In: Soil Dynamics and Earthquake Engineering, v. 186 (November 2024).
- (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. In: Structures, v. 67 (September 2024).
- (2024): Seismic collapse fragility analysis of steel moment-resisting frames (MRFs) with stiffness and strength deterioration considering the spectral shape of ground motion records. In: Soil Dynamics and Earthquake Engineering, v. 183 (August 2024).
- (2024): Seismic response modification factors of single-layer diamatic dome structures. In: Engineering Structures, v. 310 (July 2024).
- (2023): Sensitivity of structural responses to the processing of near-fault ground motion records containing fling-step. In: Advances in Structural Engineering, v. 26, n. 6 (January 2023).
- (2023): Seismic evaluation of vertically irregular RC frames subjected to mainshock-aftershock sequences of near-fault and far-fault ground motions. In: Structures, v. 49 (March 2023).
- (2023): A simplified formula for the determination of the fundamental period of mixed structures with vertical combination of different seismic resisting systems. In: Structures, v. 47 (January 2023).
- (2022): Extension of the SMP, AFMP, and NADP procedures to one-way asymmetric-plan tall buildings. In: Soil Dynamics and Earthquake Engineering, v. 163 (December 2022).
- (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).
- (2021): Effect of the spectral shape of ground motion records on the collapse fragility assessment of degrading SDOF systems. In: Earthquake Engineering and Engineering Vibration, v. 20, n. 4 (September 2021).
- (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. In: Structures, v. 34 (December 2021).
- (2021): An updated consecutive modal pushover (UCMP) procedure for estimating the ductility level earthquake design demands of jacket offshore platforms. In: Soil Dynamics and Earthquake Engineering, v. 145 (June 2021).
- (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. In: Structures, v. 32 (August 2021).
- (2021): Seismic Performance Evaluation of Code-compliant RC Moment-resisting Frame Buildings Subjected to Near-fault Pulse-like and Non-pulse-like Ground Motions. In: Journal of Earthquake Engineering, v. 26, n. 10 (July 2021).
- (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).
- (2020): Behavior factor and displacement amplification factor for the seismic design of single-layer barrel vaults. In: Journal of Constructional Steel Research, v. 169 (June 2020).
- (2015): Seismic evaluation of vertically irregular building frames with stiffness, strength, combined-stiffness-and-strength and mass irregularities. In: Earthquakes and Structures, v. 9, n. 2 (August 2015).
- (2019): Seismic Evaluation of Tall Unstiffened Steel Plate Shear Wall (SPSW) Systems with Emphasis on Reversal Phenomenon in the Higher Mode Pushover Curve. In: International Journal of Civil Engineering, v. 17, n. 5 (February 2019).
- (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).
- (2018): The collapse period of degrading SDOF systems considering a broad range of structural parameters. In: Soil Dynamics and Earthquake Engineering, v. 115 (December 2018).
- (2015): The modified and extended upper-bound (UB) pushover method for the multi-mode pushover analysis of unsymmetric-plan tall buildings. In: Soil Dynamics and Earthquake Engineering, v. 71 (April 2015).
- (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). In: Soil Dynamics and Earthquake Engineering, v. 98 (July 2017).
- (2018): Prediction of the force demands of tall buildings through the enhanced pushover procedures. In: The Structural Design of Tall and Special Buildings, v. 27, n. 17 (10 December 2018).
- (2009): A consecutive modal pushover procedure for estimating the seismic demands of tall buildings. In: Engineering Structures, v. 31, n. 2 (February 2009).
- (2016): Seismic evaluation of geometrically irregular steel moment resisting frames with setbacks considering their dynamic characteristics. In: Bulletin of Earthquake Engineering, v. 14, n. 10 (May 2016).
- (2014): A single-run multi-mode pushover analysis to account for the effect of higher modes in estimating the seismic demands of tall buildings. In: Bulletin of Earthquake Engineering, v. 13, n. 8 (December 2014).
- (2016): A non-adaptive displacement-based pushover procedure for the nonlinear static analysis of tall building frames. In: Engineering Structures, v. 126 (November 2016).
- (2018): Adaptive Force-Based Multimode Pushover Analysis for Seismic Evaluation of Midrise Buildings. In: Journal of Structural Engineering (ASCE), v. 144, n. 8 (August 2018).
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