Mario D. Llanes-Tizoc 
- : Rayleigh Damping vs. Modal Damping Matrix Superposition for Steel Frames and Evaluation of Higher-Mode Contribution. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering.
- (2024): Seismic loss assessment of code-compliant moment-resisting RC buildings located on different soil conditions of Mexico City. In: Engineering Structures, v. 300 (Februar 2024).
- (2023): Evaluation of the effect of local rotation and vertical displacements modes in the nonlinear seismic response of steel frames. In: Engineering Structures, v. 286 (Juli 2023).
- (2021): Accuracy of expressing the effects of hysteretic energy in terms of equivalent viscous damping according to ATC 40 and FEMA 440. In: Engineering Structures, v. 244 (Oktober 2021).
- (2021): Some issues regarding the models of the mass and damping matrices in nonlinear seismic analysis of moment resisting steel frames. In: Structures, v. 33 (Oktober 2021).
- (2020): Reliability analysis of steel buildings considering the flexibility of the connections of the GFs. In: Structures, v. 27 (Oktober 2020).
- (2020): Ground motion selection for the evaluation of residual inter-story drifts in moment-resisting reinforced concrete frame buildings. In: Soil Dynamics and Earthquake Engineering, v. 136 (September 2020).
- (2016): Seismic response of complex 3D steel buildings with welded and post-tensioned connections. In: Earthquakes and Structures, v. 11, n. 2 (August 2016).
- (2016): Force reduction factors for steel buildings with welded and post-tensioned connections. In: Bulletin of Earthquake Engineering, v. 14, n. 10 (Mai 2016).
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