Hamid Saberi 
- (2021): Effect of detailing on performance of steel T-connection under fire loading. In: Journal of Building Pathology and Rehabilitation, v. 7, n. 1 (20 November 2021).
- (2020): Seismic behavior of frames with weak bolted end plate connections rehabilitated by posttensioned tendons under near‐/far‐field earthquakes. In: The Structural Design of Tall and Special Buildings, v. 29, n. 8 (10 Juni 2020).
- (2019): Seismic Behavior of Frames with Bolted End Plate Connections Rehabilitated by Welded Haunches Under Near- and Far-Fault Earthquakes. In: International Journal of Steel Structures, v. 19, n. 2 ( 2019).
- (2011): Cyclic behavior of bolted connections with different arrangement of bolts. In: Journal of Constructional Steel Research, v. 67, n. 4 (April 2011).
- (2014): Comparison of bolted end plate and T-stub connections sensitivity to bolt diameter on cyclic behavior. In: International Journal of Steel Structures, v. 14, n. 3 ( 2014).
- (2014): Behavior of semi-rigid connections and semi-rigid frames. In: The Structural Design of Tall and Special Buildings, v. 23, n. 3 (25 Februar 2014).
- (2016): Welded haunches for seismic retrofitting of bolted T-stub connections and flexural strengthening of simple connections. In: Engineering Structures, v. 129 (Dezember 2016).
- (2013): Rotational capacity of castellated steel beams. In: The Structural Design of Tall and Special Buildings, v. 22, n. 12 (25 August 2013).
- (2017): Seismic strengthening of weak bolted end plate connections using welded haunches. In: International Journal of Steel Structures, v. 17, n. 2 ( 2017).
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