Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction
Author(s): |
Giuseppe Cocchetti
Egidio Rizzi |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Frattura ed Integrità Strutturale, December 2019, n. 51, v. 14 |
Page(s): | 356-375 |
DOI: | 10.3221/igf-esis.51.26 |
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10457351 - Published on:
24/10/2020 - Last updated on:
24/10/2020