Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model
Author(s): |
Marco Resta
Alessandra Fiore Pietro Monaco |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Advances in Structural Engineering, May 2013, n. 5, v. 16 |
Page(s): | 791-803 |
DOI: | 10.1260/1369-4332.16.5.791 |
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10119635 - Published on:
07/12/2018 - Last updated on:
07/12/2018