Mohsen Gerami 
- (2021): Seismic performance evaluation of Cu-Al-Mn shape memory alloy concentrically braced frame. In: European Journal of Environmental and Civil Engineering, v. 26, n. 10 (März 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 Performance of Steel Moment Frames Containing Concentric Bracing Equipped with Shape Memory Alloys. In: The Open Civil Engineering Journal, v. 13, n. 1 (Februar 2019).
- (2019): The Spectra of Relative Input Energy per Unit Mass of Structure for Iranian Earthquakes. In: International Journal of Civil Engineering, v. 17, n. 7 (Juli 2019).
- (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).
- (2019): Seismic Rehabilitation of Steel Frame Connections Through Asymmetrically Weakening the Beam. In: International Journal of Steel Structures, v. 19, n. 4 ( 2019).
- (2016): Uniform Damping Ratio For Non-Classically Damped Hybrid Steel Concrete Structures. In: International Journal of Civil Engineering, v. 14, n. 1 (Januar 2016).
- (2016): Seismic rehabilitation of bolted end plate connections using post-tensioned tendons. In: Engineering Structures, v. 129 (Dezember 2016).
- (2016): Welded haunches for seismic retrofitting of bolted T-stub connections and flexural strengthening of simple connections. In: Engineering Structures, v. 129 (Dezember 2016).
- (2017): Shear Demands of Steel Moment-Resisting Frames Under Near- and Far-Fault Seismic Excitations. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 42, n. 1 ( 2017).
- (2017): Seismic strengthening of weak bolted end plate connections using welded haunches. In: International Journal of Steel Structures, v. 17, n. 2 ( 2017).
- (2015): Vulnerability of steel moment-resisting frames under effects of forward directivity. In: The Structural Design of Tall and Special Buildings, v. 24, n. 2 (10 Februar 2015).
- (2010): Study of new method for retrofitting pre-Northridge connections by reducing beam section. Vorgetragen bei: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010.
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