Paolo Emilio Pinto
- Probabilistic performance-based seismic design. fédération internationale du béton (fib), Lausanne (Schweiz), ISBN 9782883941083. (2012):
- Seismic Vulnerability of the Italian Roadway Bridge Stock. In: Earthquake Spectra, v. 31, n. 4 (November 2015). (2015):
- Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending. Vorgetragen bei: IABSE Symposium: Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon, Portugal, 1973. (1973):
- Fiber Element for Cyclic Bending and Shear of RC Structures. I: Theory. In: Journal of Engineering Mechanics (ASCE), v. 125, n. 9 (September 1999). (1999):
- Increased Accuracy of Vector-IM-Based Seismic Risk Assessment?. In: Journal of Earthquake Engineering, v. 12, n. 1 ( 2008). (2008):
- Confidence Factor?. In: Journal of Earthquake Engineering, v. 14, n. 7 ( 2010). (2010):
- Issues in the Upgrade of Italian Highway Structures. In: Journal of Earthquake Engineering, v. 14, n. 8 ( 2010). (2010):
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Vertical oscillations due to axial‐bending coupling during seismic response of RC bridge piers. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (Dezember 1999).
https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1685::aid-eqe890>3.3.co;2-z
(1999): -
Vertical oscillations due to axial-bending coupling during seismic response of RC bridge piers. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (Dezember 1999).
https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1685::aid-eqe890>3.0.co;2-7
(1999): - Reliability methods in earthquake engineering. In: Progress in Structural Engineering and Materials, v. 3, n. 1 (Januar 2001). (2001):
- Performance-based seismic design of integral abutment bridges. In: Bulletin of Earthquake Engineering, v. 12, n. 2 (November 2013). (2013):