Linear Programming as a tool to study the stability of masonry arch bridges
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ISBN: 9783857481352
DOI: 10.2749/222137814814027927
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Magdalena Layos, Fernando; García Muñoz, Julián; Aznar, A.; Hernando, J. I.
Date
2014Unesco Subject/s
Abstract
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.
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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