Safety assessment of masonry undamaged and damaged arches subjected to gravitational loads and horizontal forces. A numeric procedure to identify the optimal thrust line

Author:

Galassi Stefano,Tempesta GiacomoORCID

Publisher

Elsevier BV

Reference51 articles.

1. On the stresses of rigid arches, continuous beams, and curved structures;Bell;Minutes of the Proceedings of the Institution of Civil Engineers,1872

2. Real-time limit analysis of vaulted masonry buildings;Block;Comput. Struct.,2006

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

4. Lower bound limit analysis of masonry arches with CFRP reinforcements: a numerical method;Briccoli Bati;J. Compos. Constr.,2013

5. Lateral loads carrying capacity and minimum thickness of circular and pointed masonry arches;Cavalagli;Int. J. Mech. Sci.,2016

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