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Antonella B. Francavilla

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Francavilla, Antonella B. / Latour, Massimo / Rizzano, Gianvittorio / Nigro, Francesco / Piluso, Vincenzo (2024): Experimental assessment of the hysteretic response of resilient low-damage friction joints with different Belleville disk springs configurations. In: Soil Dynamics and Earthquake Engineering, v. 180 (May 2024).

    https://doi.org/10.1016/j.soildyn.2024.108617

  2. Francavilla, Antonella B. / Latour, Massimo / Tan, P. J. / Rizzano, Gianvittorio (2023): Ultimate behaviour of bolted beam-to-column connections in large rotations. In: Journal of Constructional Steel Research, v. 208 (September 2023).

    https://doi.org/10.1016/j.jcsr.2023.108006

  3. Francavilla, Antonella B. / Latour, Massimo / Rizzano, Gianvittorio (2022): Ultimate behaviour of bolted T-stubs under large displacements: A mechanical model. In: Journal of Constructional Steel Research, v. 195 (August 2022).

    https://doi.org/10.1016/j.jcsr.2022.107355

  4. Francavilla, Antonella B. / Latour, Massimo / Rizzano, Gianvittorio (2020): Experimental and Numerical Analyses of Steel-concrete Composite Floors. In: The Open Civil Engineering Journal, v. 14, n. 1 (18 February 2020).

    https://doi.org/10.2174/1874149502014010163

  5. Francavilla, Antonella B. / Latour, Massimo / Rizzano, Gianvittorio (2020): The Design of a Real-Scale Steel Moment-Resisting Frame for Pseudo-Dynamic Earthquake Testing. In: The Open Construction and Building Technology Journal, v. 14, n. 1 (18 February 2020).

    https://doi.org/10.2174/1874836802014010174

  6. Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2020): Design criteria for beam-to-column connections equipped with friction devices. In: Journal of Constructional Steel Research, v. 172 (September 2020).

    https://doi.org/10.1016/j.jcsr.2020.106240

  7. Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2016): Bolted T-stubs: A refined model for flange and bolt fracture modes. In: Steel and Composite Structures, v. 20, n. 2 ( 2016).

    https://doi.org/10.12989/scs.2016.20.2.267

  8. Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2018): Design of full-strength full-ductility extended end-plate beam-to-column joints. In: Journal of Constructional Steel Research, v. 148 (September 2018).

    https://doi.org/10.1016/j.jcsr.2018.05.013

  9. Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2015): Simplified finite element analysis of bolted T-stub connection components. In: Engineering Structures, v. 100 (October 2015).

    https://doi.org/10.1016/j.engstruct.2015.06.029

  10. Chisari, Corrado / Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio / Amadio, Claudio (2017): Critical issues in parameter calibration of cyclic models for steel members. In: Engineering Structures, v. 132 (February 2017).

    https://doi.org/10.1016/j.engstruct.2016.11.030

  11. Francavilla, Antonella B. / Latour, Massimo / Rizzano, Gianvittorio / Demonceau, Jean-François / Jaspart, Jean-Pierre (2017): 14.01: Influence of beam-to-column joints on the robustness of earthquake-resistant moment-resistant frames. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.442

  12. Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2017): 01.23: Seismic design of full-strength full-ductility extended endplate beam-to-column joints. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.67

  13. Chisari, Corrado / Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio / Amadio, Claudio (2017): 11.08: Reliable calibration of cyclic models for steel members. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.340

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