Shear behavior of masonry panels strengthened by FRP laminates

By M. Valluzzi, D. Tinazzi, Claudio Modena. 2002

300 citations recorded by the source corpus.

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

View Paper: https://www.semanticscholar.org/paper/f01ff1417bd7277f45b413e2897fad629f42e2d1

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

In Civil and Structural Engineering

In Earth-Surface Processes

Citations in the corpus

Shear strengthening of wall panels through jacketing with cement mortar reinforced by GFRP grids (2014, unknown): “[9], Triantafillou [10], El Gawady et al.”
Experimental In-Plane Behavior of Tuff Masonry Strengthened with Cementitious Matrix–Grid Composites (2006, background): “Literature review on the use of FRP in the form of laminate and strips points out that these materials could provide a significant increase of load-carrying capacity of flexural and shear walls made of concrete blocks or clay units Ehsani et al. 1999; Marshall et al. 2000; Valluzzi et al. 2002; Gr”
Round Robin Test for composite-to-brick shear bond characterization (2012, background): “strengthen structural components such as walls (both in- and out-of-plane) (Schwegler 1994; Ehsani et al. 1997; Triantafillou et al. 1997 and Triantafillou 1998; Albert et al. 1998; Luciano et al. 1998; Gilstrap et al. 1998; Velasquez-Dimas et al. 2000; Hamoush et al. 2001; Corradi et al. 2002; Vall”
Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: Deep repointing (2008, background): “The test has also been carried out by several authors in laboratory on physical models of brick and stone masonry [11, 12, 13, 14].”
Identification of Shear Parameters of Masonry Panels Through the In-Situ Diagonal Compression Test (2008, background): “…in Italy many historical buildings have been tested (Vestroni et al., 1995; Chiostrini et al., 2000; Corradi et al., 2003; Corradi et al., 2008; Valluzzi et al., 2002), considering also Copyright Taylor & Francis Group, LLC ISSN: 1558-3058 print / 1558-3066 online DOI:…”
Diagonal Compression Testing of FRP-Retrofitted Unreinforced Clay Brick Masonry Wallettes (2011, background): “…system can enhance the shear strength of URM wallettes; however examples of both zero strength gain and of reduced strength have also been reported by some researchers (Marshall et al. 2000, Santa-Maria et al. 2004, Valluzzi et al. 2002) especially for wallettes with FRP applied on one face only.”