Mohammad Yekrangnia 
- (2024): Shear capacity assessment of perforated steel plate shear wall based on the combination of verified finite element analysis, machine learning, and gene expression programming. In: Asian Journal of Civil Engineering, v. 25, n. 7 (Juli 2024).
- (2023): Seismic Vulnerability Assessment of Masonry Residential Buildings in the Older Parts of Tehran through Fragility Curves and Basic RVS Scores. In: Buildings, v. 13, n. 2 (14 Februar 2023).
- (2022): Residual flexural capacity of pre-cracked RC beams exposed to chloride penetration at the sea surface temperature. In: Construction and Building Materials, v. 343 (August 2022).
- (2021): Tests, numerical modelling and design of a novel cold-formed steel Tab connection. In: Journal of Constructional Steel Research, v. 185 (Oktober 2021).
- (2021): Seismic behavior of masonry walls retrofitted by centercore technique: A numerical study. In: Construction and Building Materials, v. 267 (Januar 2021).
- (2020): Risk assessment of confined unreinforced masonry buildings based on FEMA P-58 methodology: a case study—school buildings in Tehran. In: Bulletin of Earthquake Engineering, v. 19, n. 2 (Oktober 2020).
- (2021): Shear capacity prediction of stiffened steel plate shear walls (SSPSW) with openings using response surface method. In: Engineering Structures, v. 226 (Januar 2021).
- (2020): Shake table test of a masonry building retrofitted with shotcrete. In: Engineering Structures, v. 219 (September 2020).
- (2017): Shaking table tests on dome-roof adobe houses. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 3 (März 2017).
- (2016): Restoration of Historical Al-Askari Shrine. I: Field Observations, Damage Detection, and Material Properties. In: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 3 (Juni 2016).
- (2016): Restoration of Historical Al-Askari Shrine. II: Vulnerability Assessment by Numerical Simulation. In: Journal of Performance of Constructed Facilities (ASCE), v. 30, n. 3 (Juni 2016).
- (2016): The Seismic performance of an innovative structural system having seesaw motion and columns equipped with friction dampers at base level. In: The Structural Design of Tall and Special Buildings, v. 25, n. 16 (November 2016).
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