In-plane shear capacity of tuff masonry walls with traditional and innovative Composite Reinforced Mortars (CRM)-Reference-Cited by-同舟云学术

In-plane shear capacity of tuff masonry walls with traditional and innovative Composite Reinforced Mortars (CRM)

Published:2019-06 Issue: Volume:210 Page:289-300
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Del Zoppo Marta^ORCID,Di Ludovico Marco,Balsamo Alberto,Prota Andrea

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. Damage assessment and the effectiveness of prevention: the response of ordinary unreinforced masonry buildings in Norcia during the Central Italy 2016–2017 seismic sequence;Sisti;Bull. Earthq. Eng.,2018

2. In-plane behaviour of unreinforced masonry panel strengthened with welded wire mesh and mortar;Shermi;Constr. Build. Mater.,2018

3. Experimental evaluation of in-plane shear behaviour of masonry walls retrofitted using conventional and innovative methods;Corradi;Masonry Int.,2008

4. Experimental study on seismic behavior of Un-Reinforced Masonry (URM) brick walls strengthened with shotcrete;Shabdin;Bull. Earthq. Eng.,2018

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

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