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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. Fragonara, L. Zanotti / Ceravolo, R. / Matta, E. / Quattrone, A. / De Stefano, A. / Pecorelli, M. (2012): Non-linear characterisation of the physical model of an ancient masonry bridge. In: Journal of Physics: Conference Series, v. 382 (August 2012).

    https://doi.org/10.1088/1742-6596/382/1/012051

  2. Quattrone, A. / Matta, E. / Fragonara, L. Zanotti / Ceravolo, R. / De Stefano, A. (2012): Vibration tests on dismounted bridge beams and effects of deterioration. In: Journal of Physics: Conference Series, v. 382 (August 2012).

    https://doi.org/10.1088/1742-6596/382/1/012059

  3. Matta, E. / De Stefano, A. (2012): Robust finite element model updating of a large-scale benchmark building structure. In: Structural Engineering and Mechanics, v. 43, n. 3 (August 2012).

    https://doi.org/10.12989/sem.2012.43.3.371

  4. De Stefano, A. / Sabia, D. / Sabia, L. (1997): Towards the use of the hilbert transform and neural intelligence in structural non-linearity detection. In: Journal of Structural Control, v. 4, n. 1 (June 1997).

    https://doi.org/10.1002/stc.4300040109

  5. De Stefano, A. / Sabia, D. / Sabia, L. (1999): Probabilistic neural networks for seismic damage mechanisms prediction. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 8 (August 1999).

    https://doi.org/10.1002/(sici)1096-9845(199908)28:8<807::aid-eqe838>3.0.co;2-%23

  6. Ceravolo, R. / De Stefano, A. / Sabia, D. (1995): Hierarchical use of neural techniques in structural damage recognition. In: Smart Materials and Structures, v. 4, n. 4 (December 1995).

    https://doi.org/10.1088/0964-1726/4/4/007

  7. Cimellaro, G. P. / Piantà, S. / De Stefano, A. (2012): Output-Only Modal Identification of Ancient L'Aquila City Hall and Civic Tower. In: Journal of Structural Engineering (ASCE), v. 138, n. 4 (April 2012).

    https://doi.org/10.1061/(asce)st.1943-541x.0000494

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