Mohammad Reza Tabeshpour 
- (2022): A model for determining the arrangement and geometric specifications of infill walls in the architectural design to improve the seismic behavior of buildings. In: Architectural Engineering and Design Management, v. 19, n. 5 (November 2022).
- (2023): Conceptual Study on Dynamic Response of Semi-submersible. In: Proceedings of the Institution of Civil Engineers - Maritime Engineering, v. 176, n. 1 (Januar 2023).
- (2020): An approximate method to identify torsion caused by infill walls through geometric specifications of architectural plans. In: Journal of Building Engineering, v. 32 (November 2020).
- (2020): Analytical investigation of torsional mode in symmetric and asymmetric systems with mass or stiffness eccentricity. In: Structures, v. 27 (Oktober 2020).
- (2020): New approximate method to identify soft story caused by infill walls. In: Structures, v. 24 (April 2020).
- (2020): Optimum arrangement of braces in jacket platform based on strength and ductility. In: Marine Structures, v. 71 (Mai 2020).
- (2018): Effects of Staircase on the Seismic Behavior of Rc Moment Frame Buildings. In: Architecture, Civil Engineering, Environment, v. 11, n. 4 (Dezember 2018).
- (2016): Preventing Irregularity Effects of Infills Through Modifying Architectural Drawings. In: Architecture, Civil Engineering, Environment, v. 9, n. 2 (Juni 2016).
- (2016): Comparing calculation methods of storey stiffness to control provision of soft storey in seismic codes. In: Earthquakes and Structures, v. 11, n. 1 (Juli 2016).
- (2020): A new procedure to determine equivalent strut of infill walls with opening for engineering applications based on literature review. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 173, n. 8 (August 2020).
- (2009): FEMA approaches in seismic assessment of jacket platforms (case study: Ressalat jacket of Persian gulf). In: Journal of Constructional Steel Research, v. 65, n. 10-11 (Oktober 2009).
- (2012): Response Modification Factors of Steel Moment Frames Equipped with Completely Closed Ribbed Bracing System (CC-RBS). In: Advances in Structural Engineering, v. 15, n. 7 (Juli 2012).
- (2006): A new high performance semi-active bracing system. In: Engineering Structures, v. 28, n. 14 (Dezember 2006).
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