The role of different sliding resistances in limit analysis of hemispherical masonry domes

The role of different sliding resistances in limit analysis of hemispherical masonry domes

A limit analysis method for masonry domes composed of interlocking blocks with non-isotropic sliding resistance is under development. This paper reports the first two steps of that work. It first introduces a revision to an existing limit analysis approach using the membrane theory to find the minim...

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Bibliographic Details
Main Authors: Elham Mousavian, Claudia Casapulla
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2020-01-01
Series:Frattura ed Integrità Strutturale
Subjects:
computer aided conceptual design
structurally informed design
limit analysis
interlocking blocks
non-isotropic sliding resistances
network of forces
Online Access:https://www.fracturae.com/index.php/fis/article/view/2547

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https://www.fracturae.com/index.php/fis/article/view/2547

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