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Publicité

Massimo Latour ORCID

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. Elettore, Elena / Freddi, Fabio / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2024): Pseudo‐dynamic testing, repairability, and resilience assessment of a large‐scale steel structure equipped with self‐centering column bases. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 9 (avril 2024).

    https://doi.org/10.1002/eqe.4131

  2. Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Latour, Massimo / Rizzano, Gianvittorio (2024): Seismic behaviour of a steel moment resisting frame structure featuring hourglass double split tee joints. Dans: Soil Dynamics and Earthquake Engineering, v. 180 (mai 2024).

    https://doi.org/10.1016/j.soildyn.2024.108616

  3. Farahi, Mojtaba / Freddi, Fabio / Latour, Massimo (2023): Seismic performance assessment of self‐centering hybrid coupled walls: an 8‐story case study structure. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2623

  4. Sato, Atsushi / Latour, Massimo / de la Peña, Amparo / Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Rizzano, Gianvittorio (2023): Strength of connections between SHS columns and through plates. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2264

  5. Elettore, Elena / Freddi, Fabio / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2023): Resilience Assessment of a two‐storey Steel Structure equipped with Innovative Connections. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).

    https://doi.org/10.1002/cepa.2380

  6. 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

  7. Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2023): Seismic behaviour of steel Moment Resisting Frames with traditional and innovative connections. Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.243

  8. Farahi, Mojtaba / Freddi, Fabio / Latour, Massimo (2023): Seismic performance of self-centering hybrid coupled wall systems: Preliminary assessments. Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.247

  9. Chisari, Corrado / Masi, Francesco / Latour, Massimo / Rizzano, Gianvittorio / De Matteis, Gianfranco (2023): Seismic enhancement of masonry arches by means of fibre-reinforced mortar. Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.143

  10. Golea, Tudor / Santos, Ana Francisca / Jaspart, Jean‐Pierre / Latour, Massimo / Santiago, Aldina / Demonceau, Jean‐François (2022): Robustness of Steel Frame Structures Equipped with FREEDAM Dissipative Joints. Dans: ce/papers, v. 5, n. 4 (septembre 2022).

    https://doi.org/10.1002/cepa.1747

  11. 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

  12. Elettore, Elena / Freddi, Fabio / Latour, Massimo / Rizzano, Gianvittorio (2021): Seismic response of a steel resilient frame equipped with self‐centering column bases with friction devices. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).

    https://doi.org/10.1002/cepa.1477

  13. Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio (2021): Pseudo‐dynamic testing of a full‐scale two‐storey steel building with FREEDAM connections. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).

    https://doi.org/10.1002/cepa.1473

  14. Di Benedetto, Sabatino / Francavilla, Antonella Bianca / Latour, Massimo / Cavallaro, Giovanni Ferrante / Piluso, Vincenzo / Rizzano, Gianvittorio (2021): Pseudo‐dynamic testing of a full‐scale two‐storey steel building with RBS connections. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).

    https://doi.org/10.1002/cepa.1551

  15. Tartaglia, Roberto / D'Aniello, Mario / Campiche, Alessia / Latour, Massimo (2021): Symmetric friction dampers in beam-to-column joints for low-damage steel MRFs. Dans: Journal of Constructional Steel Research, v. 184 (septembre 2021).

    https://doi.org/10.1016/j.jcsr.2021.106791

  16. Santos, Ana Francisca / Santiago, Aldina / Latour, Massimo / Rizzano, Gianvittorio (2020): Robustness analysis of steel frames subjected to vehicle collisions. Dans: Structures, v. 25 (juin 2020).

    https://doi.org/10.1016/j.istruc.2020.03.043

  17. Santos, Ana Francisca / Santiago, Aldina / Latour, Massimo / Rizzano, Gianvittorio / da Silva, Luís Simões (2020): Response of friction joints under different velocity rates. Dans: Journal of Constructional Steel Research, v. 168 (mai 2020).

    https://doi.org/10.1016/j.jcsr.2020.106004

  18. D'Antimo, Marina / Latour, Massimo / Cavallaro, Giovanni Ferrante / Jaspart, Jean-Pierre / Ramhormozian, Shahab / Demonceau, Jean-François (2020): Short- and long- term loss of preloading in slotted bolted connections. Dans: Journal of Constructional Steel Research, v. 167 (avril 2020).

    https://doi.org/10.1016/j.jcsr.2020.105956

  19. Cavallaro, Giovanni Ferrante / Latour, Massimo / Francavilla, Antonella Bianca / Piluso, Vincenzo / Rizzano, Gianvittorio (2018): Standardised friction damper bolt assemblies time-related relaxation and installed tension variability. Dans: Journal of Constructional Steel Research, v. 141 (février 2018).

    https://doi.org/10.1016/j.jcsr.2017.10.029

  20. 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

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