One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil

MLA

Gabriele Fiorentino, et al. “One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil.” Geosciences, vol. 8, no. 7, June 2018, p. 228. EBSCOhost, https://doi.org/10.3390/geosciences8070228.

APA

Gabriele Fiorentino, Camillo Nuti, Nunziante Squeglia, Davide Lavorato, & Stefano Stacul. (2018). One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil. Geosciences, 8(7), 228. https://doi.org/10.3390/geosciences8070228

Chicago

Gabriele Fiorentino, Camillo Nuti, Nunziante Squeglia, Davide Lavorato, and Stefano Stacul. 2018. “One-Dimensional Nonlinear Seismic Response Analysis Using Strength-Controlled Constitutive Models: The Case of the Leaning Tower of Pisa’s Subsoil.” Geosciences 8 (7): 228. doi:10.3390/geosciences8070228.