Nunziante Squeglia
- Seismic Reassessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response, and SSI. Dans: Earthquake Spectra, v. 35, n. 2 (mai 2019). (2019):
- m-PISE: a novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa. Dans: Computers and Geotechnics, v. 102 (octobre 2018). (2018):
- Numerical and experimental analysis of the leaning Tower of Pisa under earthquake. Dans: Procedia Engineering, v. 199 ( 2017). (2017):
- Simplified assessment of pile-head kinematic demand in layered soil. Dans: Soil Dynamics and Earthquake Engineering, v. 130 (mars 2020). (2020):
- Innovative analysis of a buried operating pipeline subjected to strike-slip fault movement. Dans: Soil Dynamics and Earthquake Engineering, v. 107 (avril 2018). (2018):
- Role of Monitoring in Historical Building Restoration: The Case of Leaning Tower of Pisa. Dans: International Journal of Architectural Heritage, v. 9, n. 1 (août 2015). (2015):
- A knowledge-based approach for the structural assessment of cultural heritage, a case study: La Sapienza Palace in Pisa. Dans: Bulletin of Earthquake Engineering, v. 15, n. 11 (mai 2017). (2017):