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The Matlab code of the method based on the Full Range Factor for assessing the safety of masonry arches
In most masonry arches stresses are very low and, therefore, collapse does not occur because of material failure. As a consequence, the safety of arches should not be assessed by means of a safety factor based on material strength as for conventional structures. In 1969 Heyman was the first to state...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
Elsevier
2019
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| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6660453/ https://www.ncbi.nlm.nih.gov/pubmed/31372351 http://dx.doi.org/10.1016/j.mex.2019.05.033 |