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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. Bernagozzi, Giacomo / Quqa, Said / Landi, Luca / Diotallevi, Pier Paolo (2022): Structure-type classification and flexibility-based detection of earthquake-induced damage in full-scale RC buildings. Dans: Journal of Civil Structural Health Monitoring, v. 12, n. 6 (août 2022).

    https://doi.org/10.1007/s13349-022-00584-2

  2. Bernagozzi, Giacomo / Mukhopadhyay, Suparno / Betti, Raimondo / Landi, Luca / Diotallevi, Pier Paolo (2022): Proportional flexibility-based damage detection for buildings in unknown mass scenarios: The case of severely truncated modal spaces. Dans: Engineering Structures, v. 259 (mai 2022).

    https://doi.org/10.1016/j.engstruct.2022.114145

  3. Quqa, Said / Landi, Luca / Diotallevi, Pier Paolo (2021): Seismic structural health monitoring using the modal assurance distribution. Dans: Earthquake Engineering and Structural Dynamics, v. 50, n. 9 (25 juillet 2021).

    https://doi.org/10.1002/eqe.3451

  4. Landi, Luca / Vorabbi, Cristina / Fabbri, Omar / Diotallevi, Pier Paolo (2017): Simplified probabilistic seismic assessment of RC frames with added viscous dampers. Dans: Soil Dynamics and Earthquake Engineering, v. 97 (juin 2017).

    https://doi.org/10.1016/j.soildyn.2017.03.003

  5. Sullivan, Timothy J. / Saborio-Romano, Daniel / O'Reilly, Gerard J. / Welch, David P. / Landi, Luca (2018): Simplified Pushover Analysis of Moment Resisting Frame Structures. Dans: Journal of Earthquake Engineering, v. 25, n. 4 (novembre 2018).

    https://doi.org/10.1080/13632469.2018.1528911

  6. Landi, Luca / Fabbri, Omar / Diotallevi, Pier Paolo (2014): A two-step direct method for estimating the seismic response of nonlinear structures equipped with nonlinear viscous dampers. Dans: Earthquake Engineering and Structural Dynamics, v. 43, n. 11 (août 2014).

    https://doi.org/10.1002/eqe.2415

  7. Bernagozzi, Giacomo / Landi, Luca / Diotallevi, Pier Paolo (2017): Truncation error analysis on modal flexibility-based deflections: application to mass regular and irregular structures. Dans: Engineering Structures, v. 142 (juillet 2017).

    https://doi.org/10.1016/j.engstruct.2017.03.057

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