Shear capacity assessment of tuff panels strengthened with FRP diagonal layout

A quantitative analysis of the in-plane shear capacity of tuff masonry panels externally reinforced with FRP diagonal layout has been carried out. The objective is to provide a rational approach to the definition of the contributions from masonry and FRP to the lateral in-plane resistance of strengt...

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Detalhes bibliográficos
Autor principal: Marcari, Giancarlo (author)
Outros Autores: Oliveira, Daniel V. (author), Fabbrocino, G. (author), Lourenço, Paulo B. (author)
Formato: article
Idioma:eng
Publicado em: 2011
Assuntos:
FRP
In-plane shear capacity
Masonry
Polymer-matrix composites (PMCs)
Debonding
Analytical modelling
Strength
Tuff masonry
A. Polymer-matrix composites (PMCs)
B. Debonding
B. Strength
C. Analytical modelling
Science & Technology
Texto completo:http://hdl.handle.net/1822/15227
País:Portugal
Oai:oai:repositorium.sdum.uminho.pt:1822/15227

Texto Completo

http://hdl.handle.net/1822/15227

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