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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. Gattesco, N. / Boem, I. / Rizzi, E. / Dudine, A. / Gams, M. (2023): Cyclic tests on two-leaf rubble stone masonry spandrels strengthened with CRM coating on one or both sides. In: Engineering Structures, v. 296 (December 2023).

    https://doi.org/10.1016/j.engstruct.2023.116965

  2. Gattesco, N. / Rizzi, E. / Facconi, L. / Minelli, F. / Dudine, A. (2023): Investigating the effectiveness of a CRM system: full scale reverse cyclic tests on a two-storey rubblestone masonry building. In: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.284

  3. Boem, I. / Gattesco, N. (2023): Composite Reinforced Mortar (CRM) and Fiber-Reinforced Cementitious Matrix (FRCM) for the seismic protection of masonry vaults. In: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.162

  4. Gattesco, N. / Rizzi, E. / Bez, A. / Dudine, A. (2023): Study on the effectiveness of a CRM system: in-plane and out-of-plane cyclic tests on masonry piers. In: Procedia Structural Integrity, v. 44 ( 2023).

    https://doi.org/10.1016/j.prostr.2023.01.285

  5. Gattesco, N. (1997): Fatigue in stud shear connectors. Presented at: International Conference: Composite Construction - Conventional and Innovative, Innsbruck, Austria, 16-18 September 1997.

    https://doi.org/10.5169/seals-958

  6. Gattesco, N. / Giuriani, E. (1996): Experimental study on stud shear connectors subjected to cyclic loading. In: Journal of Constructional Steel Research, v. 38, n. 1 (May 1996).

    https://doi.org/10.1016/0143-974x(96)00007-7

  7. Gattesco, N. (1999): Analytical modeling of nonlinear behavior of composite beams with deformable connection. In: Journal of Constructional Steel Research, v. 52, n. 2 (November 1999).

    https://doi.org/10.1016/s0143-974x(99)00026-7

  8. Giuriani, E. / Gattesco, N. / Del Piccolo, M. (1993): Experimental tests on the shear behaviour of dowels connecting concrete slabs to stone masonry walls. In: Materials and Structures, v. 26, n. 5 (June 1993).

    https://doi.org/10.1007/bf02472951

  9. Felicetti, R. / Gattesco, N. / Giuriani, E. (1997): Local phenomena around a steel dowel embedded in a stone masonry wall. In: Materials and Structures, v. 30, n. 4 (May 1997).

    https://doi.org/10.1007/bf02486182

  10. Gattesco, N. / Toffolo, I. (2004): Experimental study on multiple-bolt steel-to-timber tension joints. In: Materials and Structures, v. 37, n. 2 (March 2004).

    https://doi.org/10.1007/bf02486609

  11. Rinaldin, G. / Amadio, C. / Gattesco, N. (2017): Review of experimental cyclic tests on unreinforced and strengthened masonry spandrels and numerical modelling of their cyclic behaviour. In: Engineering Structures, v. 132 (February 2017).

    https://doi.org/10.1016/j.engstruct.2016.11.063

  12. Gattesco, N. / Boem, I. / Dudine, A. (2014): Diagonal compression tests on masonry walls strengthened with a GFRP mesh reinforced mortar coating. In: Bulletin of Earthquake Engineering, v. 13, n. 6 (September 2014).

    https://doi.org/10.1007/s10518-014-9684-z

  13. Gattesco, N. / Giuriani, E. / Gubana, A. (1997): Low-Cycle Fatigue Test on Stud Shear Connectors. In: Journal of Structural Engineering (ASCE), v. 123, n. 2 (February 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:2(145)

  14. Gattesco, N. / Boem, I. (2016): Strengthening of masonry vaults through a thin extradoxal layer of fiber reinforced lime mortar. Presented at: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016.
  15. Gattesco, N. / Gubana, A. / Melotto, M. (2016): GFRP to strengthen masonry walls: Numerical analysis and evaluation of the different mechanical parameters role. Presented at: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016.
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