Theoretical and experimental analysis of the central piles of the General Rafael Urdaneta Bridge
This paper presents a tridimensional structural model of the original central piers of the Lake Maracaibo bridge. This model can reproduce the actual structural responses measured during experimental static load tests “in situ” with a mean error of less than 3%. The aforementioned model was obtained...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Universidad del Zulia
2011-01-01
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| Series: | Revista Técnica de la Facultad de Ingeniería |
| Subjects: | |
| Online Access: | https://www.produccioncientificaluz.org/index.php/tecnica/article/view/5516 |