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