A mixed solution strategy for the nonlinear analysis of brick masonry walls

By Giovanni Formica, V. Sansalone, R. Casciaro. 2002

64 citations recorded by the source corpus.

Subfields: Biomedical Engineering, Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/bf63c605964efa66a0dbeefb77603319a0407877

How researchers see this paper

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

In Biomedical Engineering

1. S. Brasile
2. Giovanni Formica
3. R. Casciaro

In Civil and Structural Engineering

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

In Mechanics of Materials

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

Citations in the corpus

• Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (2019, methodology): “Other approaches, based on cohesive interfaces with damage and friction have been presented in [62–65], which were suitable for the simulation of masonry shear walls.”
• Multilevel approach for brick masonry walls - Part I: A numerical strategy for the nonlinear analysis (2007, methodology): “A 4-fields formulation in terms of displacements, stress, strains and damage parameters, as done in [1], could also be practicable while”