Paolo E. Pinto
- Displacement-based seismic design of reinforced concrete buildings. fédération internationale du béton (fib), Lausanne (Switzerland). (2003):
- Seismic assessment and retrofit of reinforced concrete buildings. fédération internationale du béton (fib), Lausanne (Switzerland). (2003):
- Slender RC Compressed Members in Biaxial Bending. In: Journal of the Structural Division (ASCE), v. 103, n. 3 (March 1977). (1977):
- Strength of reinforced or prestressed concrete slender columns under biaxial load. Presented at: IABSE Symposium: Dimensionnement et sécurité des pièces comprimées en béton armé = Bemessung und Sicherheit von Stahlbeton-Druckgliedern = Design and Safety of Reinforced Concrete Compression Members, Québec, Canada, 1974. (1974):
- A simple design criterion for biaxially loaded columns. Presented at: IABSE Symposium: Dimensionnement et sécurité des pièces comprimées en béton armé = Bemessung und Sicherheit von Stahlbeton-Druckgliedern = Design and Safety of Reinforced Concrete Compression Members, Québec, Canada, 1974. (1974):
- Eurocode approach to seismic design. Presented at: IABSE Conference: Structural Eurocodes, Davos, Switzerland, 1992. (1992):
- Seismic Fragility Analysis of Structural Systems. In: Journal of Engineering Mechanics (ASCE), v. 132, n. 4 (April 2006). (2006):
- On the Role of Road Networks in Reducing Human Losses after Earthquakes. In: Journal of Earthquake Engineering, v. 10, n. 2 ( 2006). (2006):
- Allowing Traffic Over Mainshock-Damaged Bridges. In: Journal of Earthquake Engineering, v. 13, n. 5 ( 2009). (2009):
- Effects of Soil-Structure Interaction on Inelastic Seismic Response of Bridge Piers. In: Journal of Structural Engineering (ASCE), v. 121, n. 5 (May 1995). (1995):
- Nonlinear Response of Bridges under Multisupport Excitation. In: Journal of Structural Engineering (ASCE), v. 122, n. 10 (October 1996). (1996):
- Method for Probabilistic Displacement-Based Design of RC Structures. In: Journal of Structural Engineering (ASCE), v. 138, n. 5 (May 2012). (2012):