Seismic response of nonlinear soil-structure interaction systems through the Preisach formalism: the Messina Bell Tower case study
| Author(s): |
P. Cacciola
I. Caliò N. Fiorini G. Occhipinti D. Spina A. Tombari |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Bulletin of Earthquake Engineering, April 2022, n. 7, v. 20 |
| Page(s): | 3485-3514 |
| DOI: | 10.1007/s10518-021-01268-w |
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data sheet - Reference-ID
10646445 - Published on:
10/01/2022 - Last updated on:
13/08/2022
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