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Publicité

P. Castaldo

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. Turchetti, F. / Tubaldi, E. / Patelli, E. / Castaldo, P. / Málaga-Chuquitaype, C. (2023): Damage modelling of a bridge pier subjected to multiple earthquakes: a comparative study. Dans: Bulletin of Earthquake Engineering, v. 21, n. 9 (juin 2023).

    https://doi.org/10.1007/s10518-023-01678-y

  2. Castaldo, P. / Tubaldi, E. / Selvi, F. / Gioiella, L. (2021): Seismic performance of an existing RC structure retrofitted with buckling restrained braces. Dans: Journal of Building Engineering, v. 33 (janvier 2021).

    https://doi.org/10.1016/j.jobe.2020.101688

  3. Castaldo, P. / Alfano, G. (2020): Seismic reliability-based design of hardening and softening structures isolated by double concave sliding devices. Dans: Soil Dynamics and Earthquake Engineering, v. 129 (février 2020).

    https://doi.org/10.1016/j.soildyn.2019.105930

  4. Castaldo, P. / Mancini, G. / Palazzo, B. (2018): Seismic reliability-based robustness assessment of three-dimensional reinforced concrete systems equipped with single-concave sliding devices. Dans: Engineering Structures, v. 163 (mai 2018).

    https://doi.org/10.1016/j.engstruct.2018.02.067

  5. Castaldo, P. / De Iuliis, M. (2014): Effects of deep excavation on seismic vulnerability of existing reinforced concrete framed structures. Dans: Soil Dynamics and Earthquake Engineering, v. 64 (septembre 2014).

    https://doi.org/10.1016/j.soildyn.2014.05.005

  6. Castaldo, P. / Ripani, M. / Lo Priore, R. (2018): Influence of soil conditions on the optimal sliding friction coefficient for isolated bridges. Dans: Soil Dynamics and Earthquake Engineering, v. 111 (août 2018).

    https://doi.org/10.1016/j.soildyn.2018.04.056

  7. Castaldo, P. / Tubaldi, E. (2018): Influence of ground motion characteristics on the optimal single concave sliding bearing properties for base-isolated structures. Dans: Soil Dynamics and Earthquake Engineering, v. 104 (janvier 2018).

    https://doi.org/10.1016/j.soildyn.2017.09.025

  8. Castaldo, P. / Ripani, M. (2016): Optimal design of friction pendulum system properties for isolated structures considering different soil conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 90 (novembre 2016).

    https://doi.org/10.1016/j.soildyn.2016.08.025

  9. Castaldo, P. / Amendola, G. / Ripani, M. (2018): Seismic fragility of structures isolated by single concave sliding devices for different soil conditions. Dans: Earthquake Engineering and Engineering Vibration, v. 17, n. 4 (octobre 2018).

    https://doi.org/10.1007/s11803-018-0481-6

  10. Castaldo, P. / Jalayer, F. / Palazzo, B. (2018): Probabilistic assessment of groundwater leakage in diaphragm wall joints for deep excavations. Dans: Tunnelling and Underground Space Technology, v. 71 (janvier 2018).

    https://doi.org/10.1016/j.tust.2017.10.007

  11. Castaldo, P. / Palazzo, B. / Mariniello, A. (2017): Effects of the axial force eccentricity on the time-variant structural reliability of aging r.c. cross-sections subjected to chloride-induced corrosion. Dans: Engineering Structures, v. 130 (janvier 2017).

    https://doi.org/10.1016/j.engstruct.2016.10.053

  12. Castaldo, P. / Palazzo, B. / Della Vecchia, P. (2015): Seismic reliability of base-isolated structures with friction pendulum bearings. Dans: Engineering Structures, v. 95 (juillet 2015).

    https://doi.org/10.1016/j.engstruct.2015.03.053

  13. Castaldo, P. / Palazzo, B. / Della Vecchia, P. (2016): Life-cycle cost and seismic reliability analysis of 3D systems equipped with FPS for different isolation degrees. Dans: Engineering Structures, v. 125 (octobre 2016).

    https://doi.org/10.1016/j.engstruct.2016.06.056

  14. Castaldo, P. / Lo Priore, R. (2018): Seismic performance assessment of isolated bridges for different limit states. Dans: Journal of Civil Structural Health Monitoring, v. 8, n. 1 (janvier 2018).

    https://doi.org/10.1007/s13349-017-0255-2

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