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Antonella B. Francavilla

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  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. Dans: Soil Dynamics and Earthquake Engineering, v. 180 (mai 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. Dans: Journal of Constructional Steel Research, v. 208 (septembre 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. Dans: Journal of Constructional Steel Research, v. 195 (août 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. Dans: The Open Civil Engineering Journal, v. 14, n. 1 (18 février 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. Dans: The Open Construction and Building Technology Journal, v. 14, n. 1 (18 février 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. Dans: Journal of Constructional Steel Research, v. 172 (septembre 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. Dans: 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. Dans: Journal of Constructional Steel Research, v. 148 (septembre 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. Dans: Engineering Structures, v. 100 (octobre 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. Dans: Engineering Structures, v. 132 (février 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. Dans: ce/papers, v. 1, n. 2-3 (septembre 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. Dans: ce/papers, v. 1, n. 2-3 (septembre 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. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).

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

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