Numerical analysis of the load-bearing capacity of brick masonry walls strengthened with textile reinforced mortar and subjected to eccentric compressive loading-Reference-Cited by-同舟云学术

Numerical analysis of the load-bearing capacity of brick masonry walls strengthened with textile reinforced mortar and subjected to eccentric compressive loading

Published:2015-05 Issue: Volume:91 Page:96-111
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bernat-Maso Ernest,Gil Lluis,Roca Pere

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. Experimental and numerical analysis of bending–buckling mixed failure of brickwork walls;Bernat;Constr Build Mater,2013

2. Experimental and analytical study of TRM strengthened brickwork walls under eccentric compressive loading;Bernat;Constr Build Mater,2013

3. In-plane lateral response of a full-scale masonry subassemblage with and without an inorganic matrix-grid strengthening system;Augenti;J Compos Constr,2011

4. Externally bonded grids as strengthening and seismic retrofitting materials of masonry panels;Papanicolaou;Constr Build Mater,2011

5. Rehabilitation of masonry arches with compatible advanced composite material;Garmendia;Constr Build Mater,2011

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