G. Russo
- Structural behavior of the old masonry bridge in the Gulf of Castellammare. In: Engineering Failure Analysis, v. 62 (April 2016). (2016):
- Full-scale load tests on instrumented micropiles. In: Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, v. 157, n. 3 (Juli 2004). (2004):
- Shear and flexural strengthening of RC beams using BFRP fabrics. In: Engineering Structures, v. 229 (Februar 2021). (2021):
- Design shear strength formula for high strength concrete beams. In: Materials and Structures, v. 37, n. 10 (Dezember 2004). (2004):
- A simple method for evaluating the maximum slip of anchorages. In: Materials and Structures, v. 39, n. 5 (Juni 2006). (2006):
- An update of the "multiple graph" approach for the preliminary assessment of the excavation behaviour in rock tunnelling. In: Tunnelling and Underground Space Technology, v. 41 (März 2014). (2014):
- Shield tunneling in sensitive areas: A new design approach for the optimization of the construction-phase management. In: Tunnelling and Underground Space Technology, v. 21, n. 3-4 (Mai 2006). (2006):
- A new rational method for calculating the GSI. In: Tunnelling and Underground Space Technology, v. 24, n. 1 (Januar 2009). (2009):
- Solution for bond distribution in asymmetric R.C. structural members. In: Engineering Structures, v. 31, n. 3 (März 2009). (2009):
- Experimental analysis of the "Saint Andrea" Masonry Bell Tower in Venice. A new method for the determination of "Tower Global Young's Modulus E". In: Engineering Structures, v. 32, n. 2 (Februar 2010). (2010):
- Prediction of the seismic behavior of an underground railway station and a tunnel in Napoli (Italy). In: Underground Space, v. 2, n. 2 (Juni 2017). (2017):