Antonella B. Francavilla
- Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations. Dans: Soil Dynamics and Earthquake Engineering, v. 180 (mai 2024). (2024):
- Ultimate behaviour of bolted beam-to-column connections in large rotations. Dans: Journal of Constructional Steel Research, v. 208 (septembre 2023). (2023):
- Ultimate behaviour of bolted T-stubs under large displacements: A mechanical model. Dans: Journal of Constructional Steel Research, v. 195 (août 2022). (2022):
- (2020): Experimental and Numerical Analyses of Steel-concrete Composite Floors. Dans: The Open Civil Engineering Journal, v. 14, n. 1 (18 février 2020).
- (2020): The Design of a Real-Scale Steel Moment-Resisting Frame for Pseudo-Dynamic Earthquake Testing. Dans: The Open Construction and Building Technology Journal, v. 14, n. 1 (18 février 2020).
- Design criteria for beam-to-column connections equipped with friction devices. Dans: Journal of Constructional Steel Research, v. 172 (septembre 2020). (2020):
- Bolted T-stubs: A refined model for flange and bolt fracture modes. Dans: Steel and Composite Structures, v. 20, n. 2 ( 2016). (2016):
- Design of full-strength full-ductility extended end-plate beam-to-column joints. Dans: Journal of Constructional Steel Research, v. 148 (septembre 2018). (2018):
- Simplified finite element analysis of bolted T-stub connection components. Dans: Engineering Structures, v. 100 (octobre 2015). (2015):
- Critical issues in parameter calibration of cyclic models for steel members. Dans: Engineering Structures, v. 132 (février 2017). (2017):
- 14.01: Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017). (2017):
- 01.23: Seismic design of full-strength full-ductility extended endplate beam-to-column joints. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017). (2017):
- 11.08: Reliable calibration of cyclic models for steel members. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017). (2017):