A simple and effective nonlinear elastic one-dimensional model for the structural analysis of masonry arches
Crossref DOI link: https://doi.org/10.1007/s11012-017-0711-4
Published Online: 2017-06-14
Published Print: 2018-05
Update policy: https://doi.org/10.1007/springer_crossmark_policy
Barsotti, Riccardo
Bennati, Stefano
License valid from 2017-06-14