Computational Analysis of Masonry Structures with a Funicular Model

By A. Andreu, L. Gil, P. Roca. 2007

55 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/0a5edca6c0b4d50d4f52de6da4478fa55a51a5d5

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 Mechanical Engineering

1. Vasilis Sarhosis
2. E. Sacco
3. Fernando Fraternali
4. Gabriele Milani

Citations in the corpus

• A thrust network approach to the equilibrium problem of unreinforced masonry vaults via polyhedral stress functions (2010, methodology): “…1890; Heyman, 1966, 1977; Boothby, 2001; Como, 2010); physical or virtual hanging chain models (Tomlow et al., 1989; Kilian and Ochsendorf, 2005; Andreu et al., 2007; Kilian, 2007), famous for their use in the architecture by Antoni Gaudí; and the equilibrium approach to the limit analysis of…”
• Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, background): “Another computational approach, called funicular model, for the assessment of masonry structures based on the well-known analogy between the equilibrium of arches and that of hanging strings has been presented in [269].”