Homogenization approach for the limit analysis of out-of-plane loaded masonry walls

By Gabriele Milani, Paulo B. Lourenço, Antonio Tralli. 2006

187 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/295f6d82ac85c202c5bdd8c4fbccdf40204bdd67

How researchers see this paper

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

In Building and Construction

1. Gabriele Milani
2. E. Milani
3. Antonio Tralli

In Civil and Structural Engineering

1. Gabriele Milani
2. E. Milani
3. Antonio Tralli
4. N. Grillanda
5. Andrea Chiozzi

Citations in the corpus

• A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls (2017, methodology): “19 kN/m(2)) is more accurate in comparison with the result of upper bound homogenized limit analysis of [48] (2.”
• Limit analysis of masonry vaults by means of curved shell finite elements and homogenization (2008, methodology): “8 with Milani et al., 2006a).”