Artículo

Determination of natural modes of railway overpasses

Abdullayev, Seidulla S.; Bakyt, Gabit B.; Aikumbekov, Muslim N.; Bondar, Ivan S.; Auyesbayev, Yerlan T.

Instituto de Ciencias Aplicadas y Tecnología, UNAM, publicado en Journal of Applied Research and Technology, y cosechado de Revistas UNAM

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Cita

Abdullayev, Seidulla S., et al. (2021). Determination of natural modes of railway overpasses. Journal of Applied Research and Technology; Vol 19 No 1, 2021. Recuperado de https://repositorio.unam.mx/contenidos/4110276

Descripción del recurso

Autor(es)
Abdullayev, Seidulla S.; Bakyt, Gabit B.; Aikumbekov, Muslim N.; Bondar, Ivan S.; Auyesbayev, Yerlan T.
Tipo
Artículo de Investigación
Área del conocimiento
Ingenierías
Título
Determination of natural modes of railway overpasses
Fecha
2021-03-01
Resumen
Currently, there are many software systems and environments that allow you to simulate and perform fairly complex and voluminous calculations associated with dynamic effects on structural elements of overpasses. The aim of the article is to make an analysis of a reinforced concrete railway overpass as a whole and its elements separately. The article presents the calculated and experimental data of the forms and frequencies of natural vibrations of reinforced concrete railway overpasses under constant loads and the rolling stock off the span. As a result of the analysis of the tests, it was determined that the effect of the rolling stock passing through the reinforced concrete beam spans of 16.5 m and 23.6 m appears with frequency perturbations that are in the range f = 4.41 ÷ 9.52 Hz. These studies can be further used in the design of artificial structures, as well as to identify defects in structural elements of railway bridges.
Idioma
eng
ISSN
ISSN electrónico: 2448-6736; ISSN: 1665-6423

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