Antonino Maria Marra
- : Super long span bridges: wind-resistant design developments and open issues. Dans: Proceedings of the Institution of Civil Engineers - Bridge Engineering.
- (2021): HFBB model test for tall buildings: A comparative benchmark with a full-aeroelastic model. Dans: Engineering Structures, v. 242 (septembre 2021).
- (2018): Unsteady galloping of a rectangular cylinder in turbulent flow. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 173 (février 2018).
- (2017): The effects of free-stream turbulence and angle of attack on the aerodynamics of a cylinder with rectangular 5:1 cross section. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 161 (février 2017).
- (2015): Measurements and improved model of vortex-induced vibration for an elongated rectangular cylinder. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 147 (décembre 2015).
- (2017): Interdependence of mechanical parameters on probabilistic seismic performance of masonry towers. Dans: International Journal of Masonry Research and Innovation, v. 2, n. 1 ( 2017).
- (2017): Wind Tunnel Modeling for the Vortex-Induced Vibrations of a Yawed Bridge Tower. Dans: Journal of Bridge Engineering (ASCE), v. 22, n. 5 (mai 2017).
- (2017): Epistemic Uncertainties in Structural Modeling: A Blind Benchmark for Seismic Assessment of Slender Masonry Towers. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 5 (octobre 2017).
- (2017): Semiempirical Formulations for Estimating the Main Frequency of Slender Masonry Towers. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 4 (août 2017).
- (2017): Incremental Dynamic and Nonlinear Static Analyses for Seismic Assessment of Medieval Masonry Towers. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 31, n. 4 (août 2017).
- (2017): Wind Tunnel Tests and Full-Scale Measurements on a Cable-Stayed Footbridge. Présenté pendant: Footbridge 2017 Berlin - Tell A Story, 6-8.9.2017, Technische Universität Berlin (TU Berlin).
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