Brechas y velocidades peatonales en cruces no controlados a mitad de cuadra

Autores/as

DOI:

https://doi.org/10.17533/udea.redin.20220371

Palabras clave:

Prevención de accidents, seguridad, tr´´afico, medio ambiente

Resumen

Esta investigación busca obtener información sobre el comportamiento de los peatones que realizan cruces a mitad de cuadra, utilizando el área de circulación vehicular y aprovechando las brechas presentes en la corriente vehicular. La toma de información se realizó en la ciudad de Tunja y se recopilaron datos sobre la brecha aceptada y la velocidad de cruce, y se relacionaron con variables como edad, género, tipo de vehículo delante del que se cruza, cruce en grupo, condiciones de movilidad reducida, tiempo de caminata, si se cruza corriendo, y si la persona pasa con niños de la mano, entre otros. Se hizo una caracterización estadística y se obtuvieron relaciones que pueden ser de interés en la forma de entender el comportamiento de los peatones en la vía. Encontramos que la brecha aceptada por un peatón es directamente proporcional al tiempo de caminata, y el tiempo empleado para realizar el cruce se acerca al 50% de la brecha crítica, las variables que más inciden en el tamaño de las brechas aceptadas por los peatones en el cruce fueron: el tipo de vehículo, el tipo de brecha y el tiempo de caminata.

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Biografía del autor/a

Fredy Alberto Guío-Burgos, Universidad Pedagógica y Tecnológica de Colombia

Maestría, investigador y profesor GIDOT, i-MOVyT

María Johana Combariza-Pinzón, Universidad Pedagógica y Tecnológica de Colombia

Profesor e Investigador GIDOT, i-MOVyT

Flor Ángela Cerquera Escobar, Universidad Pedagógica y Tecnológica de Colombia

Docente investigador GIDOT, i-MOVyT

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Publicado

2022-03-10

Cómo citar

Guío-Burgos, F. A., Combariza-Pinzón, M. J., & Cerquera Escobar, F. Ángela. (2022). Brechas y velocidades peatonales en cruces no controlados a mitad de cuadra. Revista Facultad De Ingeniería Universidad De Antioquia, (107), 26–38. https://doi.org/10.17533/udea.redin.20220371

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