Journal of Structural Engineering, A
Online ISSN : 1881-820X
Effect of truck platooning on the vibration characteristics of viaduct
Saiji FukadaTatsuaki MoriHiroshi IwabukiYasuyuki SanoYasunao MatsumotoNoboru Kamiakito
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2025 Volume 71A Pages 242-251

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Abstract

In the official truck platooning tests, three trucks with the back two unmanned successfully ran at a speed of 80 km/h with vehicular gap of 9 m. When multiple trucks move on a bridge at a certain distance between vehicles, large bridge vibration occurs due to the coupled vibration of the vehicles and the bridge. In the case of continuous bridges, there are many vibration frequencies of multiple bridges in close range. Consequently, it is expected that a lot of coupled vibrations between trucks and bridges will be generated. Therefore, this study examined how bridge vibration changes when the vehicular gap is varied through truck platooning tests and vehicle running simulations.

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© 2025 by Japan Society of Civil Engineers
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