Non-linear static analysis of masonry buildings based on a strut-and-tie modeling-Reference-Cited by-同舟云学术

Non-linear static analysis of masonry buildings based on a strut-and-tie modeling

Published:2013-12 Issue: Volume:55 Page:44-58
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Foraboschi Paolo,Vanin Alessia

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference40 articles.

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3. Assessment of seismic resistance of masonry structures including boundary conditions;Juhásová;Soil Dynamics and Earthquake Engineering,2002

4. Modelling and analysis of a basilica under earthquake loading;Mele;Journal of Cultural Heritage,2003

5. Braga F, Dolce M. A method for the analysis of antiseismic masonry multi-storey buildings. In: Proceedings of the 6th international brick masonry conference. Roma: 1982, p. 1088–1098.

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