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Fiorentino, G., Quaranta, G., Mylonakis, G., Lavorato, D., Pagliaroli, A., Carlucci, G., Sabetta, F., Monica, G. D., Lanzo, G., Aprile, V., Marano, G. C., Briseghella, B., Monti, G., Squeglia, N., Bartelletti, R., & Nuti, C. (2019). Seismic Reassessment of the Leaning Tower of Pisa: Monitoring, Site Response and SSI. Earthquake Spectra, 35(2), 703-736. https://doi.org/10.1193/021518EQS037M Peer reviewed version Link to published version (if available): 10.1193/021518EQS037M Link to publication record in Explore Bristol Research PDF-document This is the author accepted manuscript (AAM). The final published version (version of record) is available online via Earthquake Engineering Research Institute at https://earthquakespectra.org/doi/10.1193/021518EQS037M. Please refer to any applicable terms of use of the publisher. University of Bristol - Explore Bristol Research General rights This document is made available in accordance with publisher policies. Please cite only the published version using the reference above. Full terms of use are available: http://www.bristol.ac.uk/red/research-policy/pure/user-guides/ebr-terms/ Seismic Re-assessment of the Leaning Tower of Pisa: Dynamic Monitoring, Site Response & SSI Gabriele Fiorentino,a) M.EERI, Giuseppe Quaranta,b) George Mylonakis, e)f)g) M.EERI, Davide Lavorato,a) Alessandro Pagliaroli,c) Giorgia Carlucci,d) Fabio Sabetta,h) Giuseppe Della Monica,d) Giuseppe Lanzo,b) Victoria Aprile,c) Giuseppe Carlo Marano,h) i) Bruno Briseghella,h) Giorgio Monti,b)j) Nunziante Squeglia,k) Raffaello Bartelletti, k) and Camillo Nuti, a)h)l) M.EERI The Tower of Pisa survived several strong earthquakes over the last 650 years - despite its leaning and limited strength & ductility.
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