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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. Nicoletti, Vanni / Martini, Riccardo / Amico, Lorenzo / Carbonari, Sandro / Gara, Fabrizio (2023): Operational modal analysis for supporting the retrofit design of bridges. Dans: ce/papers, v. 6, n. 5 (septembre 2023).

    https://doi.org/10.1002/cepa.2125

  2. De Matteis, Gianfranco / Carbonari, Sandro / Chisari, Corrado / D'Amato, Michele / Mattei, Francesca / Zizi, Mattia / Braga, Franco / Caprili, Silvia / Dall'Asta, Andrea / Gara, Fabrizio / Salvatore, Walter (2023): Nonlinear analysis procedures for safety assessment of existing RC bridges under traffic loads. Dans: ce/papers, v. 6, n. 5 (septembre 2023).

    https://doi.org/10.1002/cepa.2122

  3. Gara, Fabrizio / Nicoletti, Vanni / Arezzo, Davide / Cipriani, Leonardo / Leoni, Graziano: Model Updating of Cultural Heritage Buildings Through Swarm Intelligence Algorithms. Dans: International Journal of Architectural Heritage.

    https://doi.org/10.1080/15583058.2023.2277324

  4. Nicoletti, Vanni / Martini, Riccardo / Carbonari, Sandro / Gara, Fabrizio (2023): Operational Modal Analysis as a Support for the Development of Digital Twin Models of Bridges. Dans: Infrastructures, v. 8, n. 2 (février 2023).

    https://doi.org/10.3390/infrastructures8020024

  5. Nicoletti, Vanni / Gara, Fabrizio (2023): Modelling Strategies for the Updating of Infilled RC Building FEMs Considering the Construction Phases. Dans: Buildings, v. 13, n. 3 (26 février 2023).

    https://doi.org/10.3390/buildings13030598

  6. Martini, Riccardo / Arezzo, Davide / Carbonari, Sandro / Gara, Fabrizio (2023): The significance of the dynamic interaction between bridge and trucks in the evaluation of the resonance structural frequencies. Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.086

  7. Minnucci, Lucia / Morici, Michele / Carbonari, Sandro / Dezi, Francesca / Gara, Fabrizio / Leoni, Graziano (2023): A probabilistic study on impedances and kinematic response factors of square pile groups in homogeneous soils. Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.006

  8. Arezzo, Davide / Quarchioni, Simone / Nicoletti, Vanni / Carbonari, Sandro / Gara, Fabrizio / Leonardo, Cipriani / Leoni, Graziano (2023): SHM of historical buildings: The case study of Santa Maria in Via church in Camerino (Italy). Dans: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.268

  9. Nicoletti, Vanni / Carbonari, Sandro / Gara, Fabrizio (2022): Nomograms for the pre-dimensioning of RC beam-column joints according to Eurocode 8. Dans: Structures, v. 39 (mai 2022).

    https://doi.org/10.1016/j.istruc.2022.03.083

  10. Carbonari, Sandro / Dezi, Francesca / Arezzo, Davide / Gara, Fabrizio (2022): A methodology for the identification of physical parameters of soil-foundation-bridge pier systems from identified state-space models. Dans: Engineering Structures, v. 255 (mars 2022).

    https://doi.org/10.1016/j.engstruct.2022.113944

  11. Gara, Fabrizio / Arezzo, Davide / Nicoletti, Vanni / Carbonari, Sandro (2021): Monitoring the Modal Properties of an RC School Building during the 2016 Central Italy Seismic Swarm. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 7 (juillet 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0003025

  12. Scozzese, Fabrizio / Ragni, Laura / Tubaldi, Enrico / Gara, Fabrizio (2019): Modal properties variation and collapse assessment of masonry arch bridges under scour action. Dans: Engineering Structures, v. 199 (novembre 2019).

    https://doi.org/10.1016/j.engstruct.2019.109665

  13. Gara, Fabrizio / Carbonari, Sandro / Roia, Davide / Balducci, Alessandro / Dezi, Luigino (2021): Seismic Retrofit Assessment of a School Building through Operational Modal Analysis and f.e. Modeling. Dans: Journal of Structural Engineering (ASCE), v. 147, n. 1 (janvier 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002865

  14. Canuti, Claudia / Carbonari, Sandro / Dall'Asta, Andrea / Dezi, Luigino / Gara, Fabrizio / Leoni, Graziano / Morici, Michele / Petrucci, Enrica / Prota, Andrea / Zona, Alessandro (2021): Post-Earthquake Damage and Vulnerability Assessment of Churches in the Marche Region Struck by the 2016 Central Italy Seismic Sequence. Dans: International Journal of Architectural Heritage, v. 15, n. 7 (mai 2021).

    https://doi.org/10.1080/15583058.2019.1653403

  15. Dezi, Luigino / Gara, Fabrizio / Leoni, Graziano / Tarantino, Angelo Marcello (2001): Time-Dependent Analysis of Shear-Lag Effect in Composite Beams. Dans: Journal of Engineering Mechanics (ASCE), v. 127, n. 1 (janvier 2001).

    https://doi.org/10.1061/(asce)0733-9399(2001)127:1(71)

  16. Dezi, Luigino / Gara, Fabrizio / Leoni, Graziano (2003): Shear-lag effect in twin-girder composite decks. Dans: Steel and Composite Structures, v. 3, n. 2 (avril 2003).

    https://doi.org/10.12989/scs.2003.3.2.111

  17. Dezi, Francesca / Carbonari, Sandro / Gara, Fabrizio / Leoni, Graziano (2012): Seismic Response of Reinforced Concrete Frames on Pile Foundations. Présenté pendant: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.

    https://doi.org/10.2749/222137912805111717

  18. Carbonari, Sandro / Dezi, Francesca / Gara, Fabrizio / Leoni, Graziano (2014): Seismic response of reinforced concrete frames on monopile foundations. Dans: Soil Dynamics and Earthquake Engineering, v. 67 (décembre 2014).

    https://doi.org/10.1016/j.soildyn.2014.10.012

  19. Carbonari, Sandro / Morici, Michele / Dezi, Francesca / Gara, Fabrizio / Leoni, Graziano (2017): Soil-structure interaction effects in single bridge piers founded on inclined pile groups. Dans: Soil Dynamics and Earthquake Engineering, v. 92 (janvier 2017).

    https://doi.org/10.1016/j.soildyn.2016.10.005

  20. Dezi, Luigino / Gara, Fabrizio / Leoni, Graziano (2013): Simplified Method to Analyse Casting Sequences of Composite Bridge Slabs. Présenté pendant: IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013.

    https://doi.org/10.2749/222137813808627325

  21. Dezi, Luigino / Formica, Massimo / Gara, Fabrizio / Leoni, Graziano (2013): Slab Cracking Influence in the Fatigue Assessment of Continuous Composite Decks. Présenté pendant: IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013.

    https://doi.org/10.2749/222137813815776133

  22. Antolloni, Giulia / Carbonari, Sandro / Gara, Fabrizio / Lorenzoni, Carlo / Mancinelli, Alessandro (2017): Simple Physical Models to Simulate the Behavior of Buckling-Type Marine Fenders. Dans: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 143, n. 1 (janvier 2017).

    https://doi.org/10.1061/(asce)ww.1943-5460.0000360

  23. Gara, Fabrizio / Ranzi, Gianluca / Leoni, Graziano (2010): Short- and long-term analytical solutions for composite beams with partial interaction and shear-lag effects. Dans: International Journal of Steel Structures, v. 10, n. 4 ( 2010).

    https://doi.org/10.1007/bf03215844

  24. Carbonari, Sandro / Gara, Fabrizio / Roia, Davide / Leoni, Graziano / Dezi, Luigino (2013): Tests on two 18-years-old prestressed thin walled roof elements. Dans: Engineering Structures, v. 49 (avril 2013).

    https://doi.org/10.1016/j.engstruct.2012.12.037

  25. Gara, Fabrizio / Leoni, Graziano / Dezi, Luigino (2013): Slab Cracking Control in Continuous Steel-Concrete Bridge Decks. Dans: Journal of Bridge Engineering (ASCE), v. 18, n. 12 (décembre 2013).

    https://doi.org/10.1061/(asce)be.1943-5592.0000459

  26. Carbonari, Sandro / Antolloni, Giulia / Gara, Fabrizio / Lorenzoni, Carlo / Mancinelli, Alessandro (2019): A performance-based approach for the design of coupled dolphin-fender berthing structures. Dans: Marine Structures, v. 64 (mars 2019).

    https://doi.org/10.1016/j.marstruc.2018.10.013

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