Marco Faggella
- (2020): Seismic demand model class uncertainty in seismic loss analysis for a code-designed URM infilled RC frame building. In: Bulletin of Earthquake Engineering, v. 19, n. 1 (October 2020).
- (2019): A simplified method to predict torsional effects on asymmetric seismic isolated buildings under bi-directional earthquake components. In: Bulletin of Earthquake Engineering, v. 17, n. 11 (July 2019).
- (2018): Effects of bond-slip and masonry infills interaction on seismic performance of older R/C frame structures. In: Soil Dynamics and Earthquake Engineering, v. 109 (June 2018).
- (2020): Seismic Assessment of the Lima Cathedral Bell Towers via Kinematic and Nonlinear Static Pushover Analyses. In: International Journal of Architectural Heritage, v. 14, n. 6 ( 2020).
- (2013): Probabilistic seismic response analysis of a 3-D reinforced concrete building. In: Structural Safety, v. 44 (September 2013).
- (2016): Seismic performance of older R/C frame structures accounting for infills-induced shear failure of columns. In: Engineering Structures, v. 122 (September 2016).
- (2017): Ground motions and scaling techniques for 3D performance based seismic assessment of an industrial steel structure. In: Bulletin of Earthquake Engineering, v. 16, n. 3 (October 2017).
- (2005): Nonlinear Dynamic Response of HDRB and Hybrid HDRB-Friction Sliders Base Isolation Systems. In: Bulletin of Earthquake Engineering, v. 3, n. 3 (December 2005).
- (2018): Comparative seismic loss analysis of an existing non-ductile RC building based on element fragility functions proposals. In: Engineering Structures, v. 177 (December 2018).
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