Behavior of the Leaning Tower of Pisa: Insights on Seismic Input and Soil-Structure Interaction
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Giuseppe Quaranta | Giuseppe Carlo Marano | Davide Lavorato | Camillo Nuti | Raffaello Bartelletti | Gabriele Fiorentino | Giuseppe Lanzo | Fabio Sabetta | Nunziante Squeglia | Giorgio Monti | F. Sabetta | G. Lanzo | G. Marano | G. Quaranta | G. Monti | N. Squeglia | C. Nuti | D. Lavorato | G. Fiorentino | R. Bartelletti
[1] George Gazetas,et al. Footings under seismic loading: Analysis and design issues with emphasis on bridge foundations , 2006 .
[2] F. Sabetta,et al. Estimation of response spectra and simulation of nonstationary earthquake ground motions , 1996, Bulletin of the Seismological Society of America.
[3] John Burland,et al. Leaning Tower of Pisa: Behaviour after Stabilization Operations , 2009 .
[4] Ezio Faccioli,et al. Macroseismic intensities for seismic scenarios, estimated from instrumentally based correlations , 2006 .
[5] A. Pagliaroli,et al. In-Spector: un software di supporto alla selezione di accelerogrammi naturali spettrocompatibili per analisi geotecniche e strutturali , 2014 .
[6] Giuseppe Quaranta,et al. Behavior of the Leaning Tower of Pisa: Analysis of Experimental Data from Structural Dynamic Monitoring , 2016 .
[7] Lindita Kellezi. Dynamic Soil-Structure-Interaction , 1998 .
[8] J. Bommer,et al. Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East , 2010 .