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Fiorentino, G., Nuti, C., Squeglia, N., Lavorato, D. and Stacul, S. (2018) One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil. Geosciences, 8, 228.
https://doi.org/10.3390/geosciences8070228

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