When Heyman’s Safe Theorem of rigid block systems fails: Non-Heymanian collapse modes of masonry structures-Reference-Cited by-同舟云学术

When Heyman’s Safe Theorem of rigid block systems fails: Non-Heymanian collapse modes of masonry structures

Published:2014-07 Issue:14 Volume:51 Page:2696-2705
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Bagi Katalin

Funder

Hungarian National Research Fund

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference23 articles.

1. Nonlinear Finite Elements for Continua and Structures;Belytschko,2000

2. Block, Ph. (June 2005): Equilibrium Systems. Studies in masonry architecture (M.Sc. dissertation). Department of Architecture, MIT.

3. Thrust network analysis: a new methodology for three-dimensional equilibrium;Block;Journal of the International Association for Shell and Spatial Structures,2007

4. Analysis of masonry arches and vaults;Boothby;Prog. Struct. Eng. Mater.,2001

5. Lower-bound approach to the limit analysis of 3D vaulted block masonry structures;Casapulla,2001

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