Experimental and numerical analysis of bending–buckling mixed failure of brickwork walls

Author:

Bernat Ernest,Gil Lluis,Roca Pere,Sandoval Cristián

Publisher

Elsevier BV

Subject

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

Reference62 articles.

1. Basics of design of masonry walls subjected to vertical loads and buckling according to the present draft of Eurocode EC6 and comparison with experimental data;Mann,1991

2. Standardization ECf. Eurocode 6: design of masonry structures. Part 1-1: General rules for buildings. Rules for reinforced and unreinforced masonry; 1997. p. 150.

3. Building code requirements for masonry structures. ACI 530-05;Committee MSJ,2005

4. Analysis of the influence of tensile strength on the stability of eccentrically compressed slender unreinforced masonry walls under lateral loads;Lu;J Struct Eng,2004

5. Brencich A, Corradi C, Gambarotta L, Mantegazza G, Sterpi E. Compressive strength of solid clay brick masonry under eccentric loading. In: Proceedings British Masonry Society; 2002. p. 37–46.

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