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A. A. Pisano

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. De Domenico, D. / Pisano, A. A. / Fuschi, P. (2014): Limit analysis on FRP-strengthened RC members. In: Frattura ed Integrità Strutturale, v. 8, n. 29 (July 2014).

    https://doi.org/10.3221/igf-esis.29.18

  2. De Domenico, D. / Fuschi, P. / Pardo, S. / Pisano, A. A. (2014): Strengthening of steel-reinforced concrete structural elements by externally bonded FRP sheets and evaluation of their load carrying capacity. In: Composite Structures, v. 118 (December 2014).

    https://doi.org/10.1016/j.compstruct.2014.07.040

  3. De Domenico, D. / Pisano, A. A. / Fuschi, P. (2014): A FE-based limit analysis approach for concrete elements reinforced with FRP bars. In: Composite Structures, v. 107 (January 2014).

    https://doi.org/10.1016/j.compstruct.2013.08.039

  4. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2013): Peak load prediction of multi-pin joints FRP laminates by limit analysis. In: Composite Structures, v. 96 (February 2013).

    https://doi.org/10.1016/j.compstruct.2012.09.038

  5. Fuschi, P. / Pisano, A. A. / Pucinotti, R. (2017): Plastic collapse load numerical evaluation of welded beam-to-column steel joints. In: Journal of Constructional Steel Research, v. 139 (December 2017).

    https://doi.org/10.1016/j.jcsr.2017.10.008

  6. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2013): A kinematic approach for peak load evaluation of concrete elements. In: Computers & Structures, v. 119 (April 2013).

    https://doi.org/10.1016/j.compstruc.2012.12.030

  7. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2015): Numerical limit analysis of steel-reinforced concrete walls and slabs. In: Computers & Structures, v. 160 (November 2015).

    https://doi.org/10.1016/j.compstruc.2015.08.004

  8. Pisano, A. A. / Fuschi, P. / De Domenico, D. (2013): Peak loads and failure modes of steel-reinforced concrete beams: Predictions by limit analysis. In: Engineering Structures, v. 56 (November 2013).

    https://doi.org/10.1016/j.engstruct.2013.05.030

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