Damage assessment proposal for two bridges located on Highway No. 14 in the State of Sonora México by using stiffness invariant as global comparison parameter
The elastic rigidity invariant method is used to obtain the mechanical response of the superstructure of simply supported bridges; it is based on the bridge’s response to the impact of known masses applied on mid span to obtain the maximum displacement that defines the point stiffness. This value is...
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| Gepubliceerd in: | Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción |
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| Hoofdauteurs: | , , , , |
| Formaat: | Artigo |
| Taal: | Inglês |
| Gepubliceerd in: |
Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción, A. C.
2021
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| Onderwerpen: | |
| Online toegang: | https://www.redalyc.org/articulo.oa?id=427666627007 https://www.redalyc.org/journal/4276/427666627007/ https://www.redalyc.org/journal/4276/427666627007/html/ https://www.redalyc.org/journal/4276/427666627007/427666627007.epub https://www.redalyc.org/journal/4276/427666627007/movil https://doi.org/10.21041/ra.v11i2.454 |
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