Singular stress fields for masonry-like vaults

By M. Angelillo, E. Babilio, A. Fortunato. 2013

115 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Computational Theory and Mathematics, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/35feb5d127b48a8e9da436567af092df882b46f1

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Vasilis Sarhosis
2. Gabriele Milani
3. Antonio Tralli
4. Giovanni Castellazzi
5. S. de Miranda
6. A. M. D’Altri
7. S. Cattari
8. S. Lagomarsino

In Computational Theory and Mathematics

1. E. Sacco
2. Antonio Tralli
3. Gabriele Milani
4. Vasilis Sarhosis

In Statistics and Probability

1. Antonio Tralli
2. Gabriele Milani

Citations in the corpus

• Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, background): “Another approach which considers masonry vaulted structures as unilateral membrane has been proposed by Angelillo et al. [276] and by Angelillo [277], where the discrete network of singular stresses has been defined basing on the Airy’s stress formulation [278].”