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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. Braconi, A. / Caprili, S. / Degee, H. / Guendel, M. / Hjiaj, M. / Hoffmeister, B. / Karamanos, S. A. / Rinaldi, V. / Salvatore, W. / Somja, H. (2015): Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures. In: Journal of Constructional Steel Research, v. 112 (September 2015).

    https://doi.org/10.1016/j.jcsr.2015.04.021

  2. Braconi, A. / Salvatore, W. / Tremblay, R. / Bursi, O. S. (2007): Behaviour and modelling of partial-strength beam-to-column composite joints for seismic applications. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 1 (January 2007).

    https://doi.org/10.1002/eqe.629

  3. 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

  4. 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

  5. Badalassi, M. / Braconi, A. / Caprili, S. / Salvatore, W. (2013): Influence of steel mechanical properties on EBF seismic behaviour. In: Bulletin of Earthquake Engineering, v. 11, n. 6 (June 2013).

    https://doi.org/10.1007/s10518-013-9498-4

  6. Braconi, A. / Braga, F. / Caprili, S. / Gigliotti, R. / Salvatore, W. (2014): Seismic demand on steel reinforcing bars in reinforced concrete frame structures. In: Bulletin of Earthquake Engineering, v. 12, n. 6 (April 2014).

    https://doi.org/10.1007/s10518-014-9596-y

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