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G. Fabbrocino ORCID

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. Sandoli, A. / Brandonisio, G. / Lignola, G. P. / Prota, A. / Fabbrocino, G. (2023): Seismic fragility matrices for large scale probabilistic structural safety assessment. In: Soil Dynamics and Earthquake Engineering, v. 171 (August 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. In: Structures, v. 54 (August 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. In: Engineering Structures, v. 273 (December 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. In: NDT & E International, v. 60 (December 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. In: Structural Health Monitoring, v. 10, n. 3 (June 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. In: International Journal of Architectural Heritage, v. 16, n. 4 (November 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. In: Journal of Civil Structural Health Monitoring, v. 10, n. 1 (December 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. In: Journal of Constructional Steel Research, v. 63, n. 6 (June 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. In: Journal of Composites for Construction, v. 10, n. 3 (June 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. In: Computers & Structures, v. 70, n. 1 (January 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. In: Computers & Structures, v. 80, n. 27-30 (November 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. In: Structural Control and Health Monitoring, v. 25, n. 7 (July 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. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 14 (November 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. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 14 (November 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. In: Engineering Structures, v. 34 (January 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. In: Journal of Structural Engineering (ASCE), v. 126, n. 11 (November 2000).

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

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