Three-dimensional limit analysis of rigid blocks assemblages. Part II : load-path following solution procedure and validation

By A. Orduña, Paulo B. Lourenço. 2005

121 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Earth-Surface Processes

View Paper: https://www.semanticscholar.org/paper/5ee0d3ed3bf49736f72aaa180ab7b0e6bab2ff66

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. Antonio Tralli
3. Vasilis Sarhosis
4. Giovanni Castellazzi
5. S. de Miranda
6. A. M. D’Altri
7. Paulo B. Lourenço
8. A. Orduña

In Civil and Structural Engineering

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

In Earth-Surface Processes

1. Vasilis Sarhosis
2. Giovanni Castellazzi
3. S. de Miranda
4. A. M. D’Altri
5. Paulo B. Lourenço
6. Gabriele Milani
7. A. Orduña
8. E. Sacco

Citations in the corpus

• Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, methodology): “Later, Orduña and Lourenço [116, 117] proposed a solu-tion procedure for the non-associated limit analysis of rigid block masonry assemblages, incorporating non-associated flow rules and a coupled yield surface.”
• Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation (2005, methodology): “In the second part of this paper (Orduña and Lourenço, 2005), a novel solution procedure is proposed and validation examples are presented and discussed.”