Experimental Behavior of FRP Strengthened Masonry Arches

By Daniel V. Oliveira, I. Basílio, Paulo B. Lourenço. 2010

164 citations recorded by the source corpus.

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

View Paper: https://www.semanticscholar.org/paper/80ae66d7434e199b5e17831ace8283df9ad82f04

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. T. Triantafillou
3. F. Carozzi
4. C. Poggi
5. Daniel V. Oliveira
6. E. Sacco
7. Andrea E. Prota
8. Paulo B. Lourenço

In Civil and Structural Engineering

1. Gabriele Milani
2. F. Carozzi
3. C. Poggi
4. G. de Felice
5. T. Triantafillou
6. E. Sacco
7. Daniel V. Oliveira
8. C. Papanicolaou

In Earth-Surface Processes

1. Gabriele Milani
2. F. Carozzi
3. E. Sacco
4. C. Poggi
5. T. Triantafillou
6. Daniel V. Oliveira
7. Paulo B. Lourenço
8. G. de Felice

Citations in the corpus

• Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation (2018, background): “In [8] it was shown that the FRP application at the extrados is the most effective”
• Round Robin Test for composite-to-brick shear bond characterization (2012, background): “2006; Mosallam 2007), to improve performance in arches and vaults (to repair cracks and increase global ductility), (Briccoli Bati et al. 2000 and 2001; Foraboschi 2001 and 2004; Lourenço et al. 2001; Luciano et al. 2001; Valluzzi et al. 2001; Barbieri et al. 2002; Ciesielski et al. 2004; Basilio et”