Roberto Scotta 
- (2021): Seismic capacity of irregular unreinforced masonry buildings with timber floors. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 174, n. 6 (Juni 2021).
- (2017): Seismic Response of a Platform-Frame System with Steel Columns. In: Buildings, v. 7, n. 4 (Januar 2017).
- (2013): Validation and improvement of N1 method for pushover analysis. In: Soil Dynamics and Earthquake Engineering, v. 55 (Dezember 2013).
- (2019): Seismic capacity of steel frames braced with cross-concentric rectangular plates: Non-linear analyses. In: Journal of Constructional Steel Research, v. 161 (Oktober 2019).
- (2019): Seismic demand and capacity assessment of suspended ceiling systems. In: Engineering Structures, v. 193 (August 2019).
- (2013): Seismic improvement of slender masonry tower by using hysteretic devices and partial prestressing technique. In: Bulletin of Earthquake Engineering, v. 12, n. 2 (November 2013).
- (1995): Stress Analysis of Concrete Structures Subjected to Variable Thermal Loads. In: Journal of Structural Engineering (ASCE), v. 121, n. 3 (März 1995).
- (1996): Structural Dynamic and Viscoelastic Analysis via Electric Analogy. In: Journal of Structural Engineering (ASCE), v. 122, n. 9 (September 1996).
- (2018): Seismic performance of URM buildings with in-plane non-stiffened and stiffened timber floors. In: Engineering Structures, v. 167 (Juli 2018).
Structurae kooperiert mit
