Nima Rahgozar 
- (2024): Experimental and Numerical Investigation on Flexural Strengthening of Precast Concrete Corbel Connections with Fiber-Reinforced Plastic Sheet. In: Buildings, v. 14, n. 2 (1 February 2024).
- (2021): A discontinuous cantilever beam analogy for quantifying higher mode demands in stacked rocking cores. In: The Structural Design of Tall and Special Buildings, v. 30, n. 17 (10 December 2021).
- (2021): Reliability-based seismic assessment of controlled rocking steel cores. In: Journal of Building Engineering, v. 44 (December 2021).
- (2021): Proposal of lateral forces for capacity design of controlled rocking steel cores considering higher mode effects. In: Structures, v. 30 (April 2021).
- (2020): Extension of direct displacement‐based design for quantifying higher mode effects on controlled rocking steel cores. In: The Structural Design of Tall and Special Buildings, v. 29, n. 16 (November 2020).
- (2021): Vertical Seismic Isolated Rocking Core System. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 174, n. 8 (August 2021).
- (2019): Equivalent linear model for fully self-centering earthquake-resisting systems. In: The Structural Design of Tall and Special Buildings, v. 28, n. 1 (January 2019).
- (2017): Performance evaluation of self-centring steel-braced frame. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 170, n. 1 (January 2017).
- (2018): Probabilistic safety assessment of self-centering steel braced frame. In: Frontiers of Structural and Civil Engineering, v. 12, n. 1 (January 2018).
- (2018): Continuum Analysis Approach for Rocking Core-Moment Frames. In: Journal of Structural Engineering (ASCE), v. 144, n. 3 (March 2018).
- (2018): Cantilever beam analogy for modal analysis of rocking core-moment frames. In: Bulletin of Earthquake Engineering, v. 16, n. 9 (February 2018).
- (2018): Controlled-rocking Braced Frame Bearing on a Shallow Foundation. In: Structures, v. 16 (November 2018).
Structurae cooperates with
