Lorenza Petrini
- (2023): Vulnerability analysis aimed at the safeguard of the Ererouyk basilica in Armenia. In: Procedia Structural Integrity, v. 44 ( 2023).
- (2018): A discussion about multi-axial fatigue criteria for NiTinol cardiovascular devices. In: Procedia Structural Integrity, v. 13 ( 2018).
- (2019): Design Rules for Producing Cardiovascular Stents by Selective Laser Melting: Geometrical Constraints and Opportunities. In: Procedia Structural Integrity, v. 15 ( 2019).
- (2021): Selective laser melting of NiTi stents with open-cell and variable diameter. In: Smart Materials and Structures, v. 30, n. 10 (24 August 2021).
- (2014): Development of biodegradable magnesium alloy stents with coating. In: Frattura ed Integrità Strutturale, v. 8, n. 29 (Juli 2014).
- (2020): Fatigue life characterization and modeling of a Ni-Ti snake-like element for mini actuation. In: Smart Materials and Structures, v. 29, n. 9 (Juli 2020).
- (2007): Flexure-Shear Fiber Beam-Column Elements for Modeling Frame Structures Under Seismic Loading — State of the Art. In: Journal of Earthquake Engineering, v. 11, n. 1 ( 2007).
- (2008): Experimental Verification of Viscous Damping Modeling for Inelastic Time History Analyzes. In: Journal of Earthquake Engineering, v. 12, n. 1 ( 2008).
- (1998): Energy Dissipation in Shape Memory Alloy Devices. In: Computer-Aided Civil and Infrastructure Engineering, v. 13, n. 6 (November 1998).
- (2013): Direct displacement-based seismic assessment procedure for multi-span reinforced concrete bridges with single-column piers. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 7 (Juni 2013).
- (2014): Direct displacement-based assessment with nonlinear soil–structure interaction for multi-span reinforced concrete bridges. In: Structure and Infrastructure Engineering, v. 10, n. 9 (September 2014).
- (2009): Application of direct displacement based design to long span bridges. In: Bulletin of Earthquake Engineering, v. 8, n. 4 (November 2009).
- (2011): On the design and seismic response of RC frame buildings designed with Eurocode 8. In: Bulletin of Earthquake Engineering, v. 9, n. 5 (April 2011).
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