Shear capacity assessment of tuff panels strengthened with FRP diagonal layout-Reference-Cited by-同舟云学术

Shear capacity assessment of tuff panels strengthened with FRP diagonal layout

Published:2011-10 Issue:7 Volume:42 Page:1956-1965
ISSN:1359-8368
Container-title:Composites Part B: Engineering
language:en
Short-container-title:Composites Part B: Engineering

Author:

Marcari Giancarlo,Oliveira Daniel V.,Fabbrocino Giovanni,Lourenço Paulo B.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference23 articles.

1. ACI 440.7R-10. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI Committee 440, Farmington Hills, Michigan, USA; 2010.

2. Metrological definition and evaluation of some mechanical properties of post-medieval Neapolitan yellow tuff masonry;Calderoni;J Cult Herit,2010

3. Experimental in-plane behaviour of tuff masonry strengthened with cementitious matrix-grid composites;Prota;J Compos Const,2006

4. Shear capacity of masonry walls externally strengthened by a cement-based composite material: an experimental campaign;Faella;J Constr Build Mater,2010

5. In-plane shear performance of masonry panels strengthened with FRP;Marcari;Composites Part B,2007

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