Linear programming as a tool to study the stability of masonry arch bridges
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Détails bibliographiques
| Auteur(s): |
Fernando Magdalena
Antonio Aznar José Ignacio Hernando Julián García |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Publié dans: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 396-400 | ||||
| Nombre total de pages (du PDF): | 5 | ||||
| Année: | 2014 | ||||
| DOI: | 10.2749/222137814814027927 | ||||
| Abstrait: |
By Linear Programming it is possible to get the actual collapse load factor of the Limit Analysis, and also enables the optimization of other functions to study the behaviour of masonry structures. In this article two examples of application of the effect of the backfill weight on masonry arches are shown. |
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