Simple lower bound limit analysis model for masonry double curvature structures-Reference-Cited by-同舟云学术

Simple lower bound limit analysis model for masonry double curvature structures

Published:2022-09 Issue: Volume:269 Page:106831
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Milani Gabriele

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference84 articles.

1. On shell solutions for masonry domes;Heyman;Int J Solids Struct,1967

2. Limit analysis of structures formed from rigid blocks;Livesley;Int J Numer Meth Eng,1978

3. Heyman J. Estimation of the strength of masonry arches. In: Proceedings of the Institution of Civil Engineers (London). Part 1 – Design & construction, vol. 69, no. pt 2; 1980. p. 921–37.

4. Stability Analysis of Masonry Arches by the Yield Design Method. [Analyse de la stabilite des voutes en maçonnerie par le calcul a la ropture];Delbecq;J de mecanique theorique et appliquee,1982

5. A computational model for the limit analysis of three-dimensional masonry structures;Livesley;Meccanica,1992

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