Roberto Piccinin
- (2024): Bond stresses in post‐installed reinforcing bars derived via fiber optic sensors. Dans: Structural Concrete, v. 25, n. 3 (13 mai 2024).
- (2023): Investigation on bond in post‐installed anchored bars and lap splices subjected to direct tension. Dans: Structural Concrete, v. 24, n. 5 (octobre 2023).
- (2019): Shake table testing of a miniature steel building with ductile-anchor, uplifting-column base connections for improved seismic performance. Dans: Earthquake Engineering and Structural Dynamics, v. 48, n. 2 (février 2019).
- (2022): Numerical response prediction of full-scale concrete walls subjected to simulated in-plane seismic loading. Dans: Engineering Structures, v. 264 (août 2022).
- (2022): A Framework for the Quantification of Non-Structural Seismic Performance Factors. Dans: Journal of Earthquake Engineering, v. 26, n. 16 (janvier 2022).
- (2020): Damage Patterns in Squat and Flexural RC Shear Walls. Présenté pendant: Structures Congress 2020, St. Louis, Missouri, USA, 5–8 April 2020 (Conference Cancelled).
- (2020): Seismic numerical modelling of suspended piping trapeze restraint installations based on component testing. Dans: Bulletin of Earthquake Engineering, v. 18, n. 7 (mars 2020).
- (2020): Numerical investigation of parameters influencing fire evaluation tests of chemically bonded anchors in uncracked concrete. Dans: Engineering Structures, v. 209 (avril 2020).
- (2019): Experimental seismic response evaluation of suspended piping restraint installations. Dans: Bulletin of Earthquake Engineering, v. 18, n. 4 (novembre 2019).
- (2012): The Minnesota inverted-tee system: Parametric studies for preliminary design. Dans: PCI Journal, v. 57, n. 2 (mars 2012).
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