Linear programming as a tool to study the stability of masonry arch bridges
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Bibliographic Details
| Author(s): |
Fernando Magdalena
Antonio Aznar José Ignacio Hernando Julián García |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Published in: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 396-400 | ||||
| Total no. of pages: | 5 | ||||
| Year: | 2014 | ||||
| DOI: | 10.2749/222137814814027927 | ||||
| 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. |
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| Keywords: |
masonry arches limit analysis backfill linear programming
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