Experimental characterization of stone masonry in shear and compression

By G. Vasconcelos, Paulo B. Lourenço. 2009

224 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Earth-Surface Processes

View Paper: https://www.semanticscholar.org/paper/dd9f3a44435c4278804232e34ea2eb25e737a806

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. Gabriele Milani
2. G. Vasconcelos
3. Paulo B. Lourenço
4. Francesco Clementi
5. A. Ferrante
6. Antonio Tralli
7. Vasilis Sarhosis
8. J. Lemos

In Earth-Surface Processes

1. Gabriele Milani
2. G. Vasconcelos
3. Paulo B. Lourenço
4. Vasilis Sarhosis

Citations in the corpus

• Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars (2011, result): “According to the results pointed out by Vasconcelos and Lourenço [4] the deformability of masonry is clearly influenced by the material at the bed joints.”
• Advanced numerical analyses by the Non‐Smooth Contact Dynamics method of an ancient masonry bell tower (2020, background): “To study the influence of the friction on the structural behaviour, the values of the parameter should take into account the degradation of the mechanical characteristics over time.(55) Hence, for all the blocks along the elevation, values equal to μ = 0.”