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Publicité

Rafael Shehu ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Shehu, Rafael / Tarque, Nicola / Buitrago, Manuel (2024): Editorial for Special Issue: “Advanced Research and Prospects in Seismic Performance of Buildings”. Dans: Buildings, v. 14, n. 10 (8 octobre 2024).

    https://doi.org/10.3390/buildings14103127

  2. Shehu, Rafael (2024): Static and Seismic Safety of the Inclined Tower of Portogruaro: A Preliminary Numerical Approach. Dans: Buildings, v. 14, n. 9 (25 août 2024).

    https://doi.org/10.3390/buildings14092611

  3. Shehu, Rafael (2021): Implementation of Pushover Analysis for Seismic Assessment of Masonry Towers: Issues and Practical Recommendations. Dans: Buildings, v. 11, n. 2 (20 janvier 2021).

    https://doi.org/10.3390/buildings11020071

  4. Shehu, Rafael (2022): Preliminary Assessment of the Seismic Vulnerability of Three Inclined Bell-towers in Ferrara, Italy. Dans: International Journal of Architectural Heritage, v. 16, n. 4 (novembre 2022).

    https://doi.org/10.1080/15583058.2020.1805045

  5. Milani, Gabriele / Shehu, Rafael / Valente, Marco (2017): Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies. Dans: Construction and Building Materials, v. 147 (août 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.04.075

  6. Milani, Gabriele / Shehu, Rafael / Valente, Marco (2016): Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches. Dans: Bulletin of Earthquake Engineering, v. 15, n. 4 (novembre 2016).

    https://doi.org/10.1007/s10518-016-0043-0

  7. Milani, Gabriele / Shehu, Rafael / Valente, Marco (2018): A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods. Dans: Engineering Structures, v. 160 (avril 2018).

    https://doi.org/10.1016/j.engstruct.2018.01.033

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