Seismic response of nonlinear soil-structure interaction systems through the Preisach formalism: the Messina Bell Tower case study
Crossref DOI link: https://doi.org/10.1007/s10518-021-01268-w
Published Online: 2021-12-02
Published Print: 2022-05
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Cacciola, P. http://orcid.org/0000-0003-1865-7556
CaliĆ², I.
Fiorini, N.
Occhipinti, G.
Spina, D.
Tombari, A.
Text and Data Mining valid from 2021-12-02
Version of Record valid from 2021-12-02
Article History
Received: 4 June 2021
Accepted: 25 October 2021
First Online: 2 December 2021