Innovative Voxel Approach for Homogenized Out-of-Plane Analysis of Non-periodic Masonry Walls
Author:
Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-030-50460-1_29
Reference12 articles.
1. Andreaus U (1996) Failure criteria for masonry panels under in-plane loading. Journal of Structural Engineering 122(1):37–46
2. Cavalagli N, Cluni F, Gusella V (2018) Failure surface of quasi-periodic masonry by means of Statistically Equivalent Periodic Unit Cell approach. Meccanica 53(7):1719–1736
3. Cazzani A, Malagú M, Turco E (2016) Isogeometric analysis: a powerful numerical tool for the elastic analysis of historical masonry arches. Continuum Mechanics and Thermodynamics 28(1–2):139–156
4. Cecchi A, Milani G, Tralli A (2007) A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls. International Journal of Solids and Structures 5(2):83–92
5. Cuomo M, Ventura G (2000) A complementary energy formulation of no tension masonry-like solids. Computer Methods in Applied Mechanics and Engineering 189(1):313–339
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