Masood Yakhchalian 
- (2023): Gravity framing and composite action effects on residual drifts of steel SMFs. In: Journal of Constructional Steel Research, v. 211 (December 2023).
- (2023): Approximate Methods to Estimate Residual Drift Demands in Steel Structures with Viscous Dampers Designed by the DDBD Approach. In: International Journal of Steel Structures, v. 23, n. 3 (4 April 2023).
- (2022): An advanced intensity measure for aftershock collapse fragility assessment of structures. In: Structures, v. 44 (October 2022).
- (2022): Investigating Approximate Methods to Predict Residual Interstory Drift Ratio Demands in Steel Eccentrically Braced Frames. In: International Journal of Steel Structures, v. 22, n. 1 (7 January 2022).
- (2021): Improvements in the direct displacement-based design procedure for mid-rise steel MRFs equipped with viscous dampers. In: Structures, v. 34 (December 2021).
- (2021): An advanced intensity measure for residual drift assessment of steel BRB frames. In: Bulletin of Earthquake Engineering, v. 19, n. 4 (February 2021).
- (2020): Evaluation of deflection amplification factor for steel buckling restrained braced frames. In: Journal of Building Engineering, v. 30 (July 2020).
- (2020): Performance of intensity measures for seismic collapse assessment of structures with vertical mass irregularity. In: Structures, v. 24 (April 2020).
- (2015): Optimal vector-valued intensity measure for seismic collapse assessment of structures. In: Earthquake Engineering and Engineering Vibration, v. 14, n. 1 (February 2015).
- (2019): Reliable fragility functions for seismic collapse assessment of reinforced concrete special moment resisting frame structures under near‐fault ground motions. In: The Structural Design of Tall and Special Buildings, v. 28, n. 9 (25 June 2019).
- (2019): A vector intensity measure to reliably predict maximum drift in low- to mid-rise buildings. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 172, n. 1 (January 2019).
- (2014): A new proxy for ground motion selection in seismic collapse assessment of tall buildings. In: The Structural Design of Tall and Special Buildings, v. 23, n. 17 (10 December 2014).
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