Numerical study on the performance of improved masonry-to-timber connections in traditional masonry buildings

Author:

Araújo Ana S.,Oliveira Daniel V.,Lourenço Paulo B.

Funder

Portuguese Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference45 articles.

1. Experimental investigations on the mechanics of stone masonry: characterization of granites and behavior of ancient masonry shear walls;Vasconcelos,2005

2. Mandara A, Ramundo F, Spina G. Performance levels under seismic actions of masonry structures retrofitted with steel elements. Protection of historical buildings – PROHITECH 09; 2009. p. 1045–50.

3. Senaldi I, Magenes G, Ingham JM. The seismic performance of unreinforced stone masonry buildings during the 2010–2011 Canterbury earthquake sequence. In: 15th World conference on earthquake engineering; April 2012.

4. Analysis of masonry structures without box behavior;Lourenço;Int J Archit Heritage,2011

5. Lourenço PB, Mendes N, Marques R. Earthquake design and assessment of masonry structures: review and applications. In: 20th International conference on civil, structural and environmental engineering computing; 2009. p. 1–24.

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