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G. Fabbrocino 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. Sandoli, A. / Brandonisio, G. / Lignola, G. P. / Prota, A. / Fabbrocino, G. (2023): Seismic fragility matrices for large scale probabilistic structural safety assessment. Dans: Soil Dynamics and Earthquake Engineering, v. 171 (août 2023).

    https://doi.org/10.1016/j.soildyn.2023.107963

  2. Sun, Q. / Rainieri, C. / Ren, W. X. / Yan, W. J. / Fabbrocino, G. (2023): Automated operational modal analysis of bell towers subjected to narrowband input. Dans: Structures, v. 54 (août 2023).

    https://doi.org/10.1016/j.istruc.2023.05.034

  3. Rosati, I. / Fabbrocino, G. / Rainieri, C. (2022): A discussion about the Douglas-Reid model updating method and its prospective application to continuous vibration-based SHM of a historical building. Dans: Engineering Structures, v. 273 (décembre 2022).

    https://doi.org/10.1016/j.engstruct.2022.115058

  4. Rainieri, C. / Fabbrocino, G. / Verderame, G. M. (2013): Non-destructive characterization and dynamic identification of a modern heritage building for serviceability seismic analyses. Dans: NDT & E International, v. 60 (décembre 2013).

    https://doi.org/10.1016/j.ndteint.2013.06.003

  5. Rainieri, C. / Fabbrocino, G. / Cosenza, E. (2010): Integrated seismic early warning and structural health monitoring of critical civil infrastructures in seismically prone areas. Dans: Structural Health Monitoring, v. 10, n. 3 (juin 2010).

    https://doi.org/10.1177/1475921710373296

  6. Rainieri, C. / Fabbrocino, G. / Brigante, D. (2022): Differentiating Local and Global Vibration Modes of Heritage Masonry Buildings through the Spatial Correlation of Modal Displacements. Dans: International Journal of Architectural Heritage, v. 16, n. 4 (novembre 2022).

    https://doi.org/10.1080/15583058.2020.1825876

  7. Rainieri, C. / Gargaro, D. / Reynders, E. / Fabbrocino, G. (2019): A study on the concurrent influence of liquid content and damage on the dynamic properties of a tank for the development of a modal-based SHM system. Dans: Journal of Civil Structural Health Monitoring, v. 10, n. 1 (décembre 2019).

    https://doi.org/10.1007/s13349-019-00369-0

  8. Di Sarno, L. / Pecce, M. R. / Fabbrocino, G. (2007): Inelastic response of composite steel and concrete base column connections. Dans: Journal of Constructional Steel Research, v. 63, n. 6 (juin 2007).

    https://doi.org/10.1016/j.jcsr.2006.08.007

  9. Prota, A. / Marcari, G. / Fabbrocino, G. / Manfredi, G. / Aldea, C. (2006): Experimental In-Plane Behavior of Tuff Masonry Strengthened with Cementitious Matrix–Grid Composites. Dans: Journal of Composites for Construction, v. 10, n. 3 (juin 2006).

    https://doi.org/10.1061/(asce)1090-0268(2006)10:3(223)

  10. Fabbrocino, G. / Manfredi, G. / Cosenza, E. (1999): Non-linear analysis of composite beams under positive bending. Dans: Computers & Structures, v. 70, n. 1 (janvier 1999).

    https://doi.org/10.1016/s0045-7949(98)00173-4

  11. Fabbrocino, G. / Manfredi, G. / Cosenza, E. (2002): Modelling of continuous steel–concrete composite beams: computational aspects. Dans: Computers & Structures, v. 80, n. 27-30 (novembre 2002).

    https://doi.org/10.1016/s0045-7949(02)00257-2

  12. Rainieri, C. / Gargaro, D. / Fabbrocino, G. / Maddaloni, G. / Di Sarno, L. / Prota, A. / Manfredi, G. (2018): Shaking table tests for the experimental verification of the effectiveness of an automated modal parameter monitoring system for existing bridges in seismic areas. Dans: Structural Control and Health Monitoring, v. 25, n. 7 (juillet 2018).

    https://doi.org/10.1002/stc.2165

  13. Braconi, A. / Bursi, O. S. / Fabbrocino, G. / Salvatore, W. / Taucer, F. / Tremblay, R. (2008): Seismic performance of a 3D full-scale high-ductile steel-concrete composite moment-resisting frame-Part II: Test results and analytical validation. Dans: Earthquake Engineering and Structural Dynamics, v. 37, n. 14 (novembre 2008).

    https://doi.org/10.1002/eqe.843

  14. Braconi, A. / Bursi, O. S. / Fabbrocino, G. / Salvatore, W. / Tremblay, R. (2008): Seismic performance of a 3D full-scale high-ductility steel-concrete composite moment-resisting structure-Part I: Design and testing procedure. Dans: Earthquake Engineering and Structural Dynamics, v. 37, n. 14 (novembre 2008).

    https://doi.org/10.1002/eqe.829

  15. Rainieri, C. / Fabbrocino, G. / Manfredi, G. / Dolce, M. (2012): Robust output-only modal identification and monitoring of buildings in the presence of dynamic interactions for rapid post-earthquake emergency management. Dans: Engineering Structures, v. 34 (janvier 2012).

    https://doi.org/10.1016/j.engstruct.2011.10.001

  16. Fabbrocino, G. / Manfredi, G. / Cosenza, E. (2000): Analysis of Continuous Composite Beams Including Partial Interaction and Bond. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 11 (novembre 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:11(1288)

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