Carlos Molina Hutt 
- (2023): Risk‐targeted seismic evaluation of functional recovery performance in buildings. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 13 (August 2023).
- (2023): Toward multivariate fragility functions for seismic damage and loss estimation of high‐rise buildings. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 13 (August 2023).
- (2022): Machine Learning for Enhanced Regional Seismic Risk Assessments. In: Journal of Structural Engineering (ASCE), v. 148, n. 9 (September 2022).
- (2021): Collapse risk of pre-Northridge tall steel moment-resisting frames in the Seattle basin during large-magnitude subduction earthquakes. In: Engineering Structures, v. 244 (Oktober 2021).
- (2021): Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes. In: Journal of Structural Engineering (ASCE), v. 147, n. 8 (August 2021).
- (2021): Impacts of simulated M9 Cascadia Subduction Zone earthquakes considering amplifications due to the Georgia sedimentary basin on reinforced concrete shear wall buildings. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 1 (Januar 2021).
- (2020): Seismic response of a tuned viscous mass damper (TVMD) coupled wall system. In: Engineering Structures, v. 225 (Dezember 2020).
- (2021): Estimating economic losses of midrise reinforced concrete shear wall buildings in sedimentary basins by combining empirical and simulated seismic hazard characterizations. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 1 (Januar 2021).
- (2020): Seismic design and application of hybrid coupled walls with replaceable steel coupling beams in high‐rise buildings. In: The Structural Design of Tall and Special Buildings, v. 29, n. 8 (10 Juni 2020).
- (2019): Comparative risk-based seismic assessment of 1970s vs modern tall steel moment frames. In: Journal of Constructional Steel Research, v. 159 (August 2019).
- (2017): Seismic performance assessment of a hybrid coupled wall system with replaceable steel coupling beams versus traditional RC coupling beams. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 4 (10 April 2017).
- (2016): Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience. In: Journal of Structural Engineering (ASCE), v. 142, n. 8 (August 2016).
- (2018): Seismic performance evaluation of a high-rise building with novel hybrid coupled walls. In: Engineering Structures, v. 169 (August 2018).
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