The use of the diagonal compression test to identify the shear mechanical parameters of masonry

Author:

Calderini Chiara,Cattari Serena,Lagomarsino Sergio

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. In-plane strength of unreinforced masonry piers;Calderini;Earthq Eng Struct Dynam,2009

2. Turnšek V, Čačovič F. Some experimental results on the strength of brick masonry walls. In: Proceedings of the 2nd international brick masonry conference, stoke-on-trent; 1970. p. 149–56.

3. Mann W, Müller H. Failure of shear-stressed masonry – an enlarged theory, tests and application to shear-walls. In: Proceedings of the international symposium on load bearing brickwork, London; 1980. p. 1–13.

4. Mayes RL, Clough RW. State-of-the-art in seismic shear strength of masonry – an evaluation and review. Report no. EERC 75-21. Earthquake Engineering Research Center, University of California, Berkeley; 1975.

5. Failure hypothesis for masonry shear walls;Yokel;J Struct Div–ASCE,1976

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