Nonlinear analysis of masonry panels strengthened with textile reinforced mortar

Author:

Basili M.ORCID,Marcari G.,Vestroni F.

Funder

ERRGI S.r.l.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Brencich A, Gambarotta L, Lagomarsino S. A macroelement approach to the three-dimensional seismic analysis of masonry buildings. In: Proc 11th European conference on earthquake engineering; 1998. p. 6–11.

2. Masonry walls as orthotropic no tension structures;Basili;Adv Mater Res,2010

3. Basili M, Sinopoli A. On the behaviour of ancient masonry structures subjected to static loads: case studies. In: Proc Enabling Technologies: Infrastructures for Collaborative Enterprises (WETICE), 19th IEEE international workshop on IEEE; 2010. p. 180–5.

4. A micro-mechanical homogenisation model for masonry: application to shear walls;Zucchini;Int J Solids Struct,2009

5. A micromechanical inelastic model for historical masonry;Calderini;J Earthquake Eng,2006

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