Key Laboratory of Traffic Safety on Track of Ministry of Education, School of Traffic and Transportation Engineering, Central South University, Changsha, China.
Joint International Research Laboratory of Key Technology for Rail Traffic Safety, Central South University, Changsha, China.
Ergonomics. 2023 Dec;66(12):1999-2011. doi: 10.1080/00140139.2023.2176552. Epub 2023 Feb 7.
Vibration contributes large increases in railway passenger discomfort during long-term sitting. Discomfort caused by vibration may differ in different operation conditions. This paper conducted field measurements to investigate the interrelationships between the three. Participants completed a 240-min train journey with their whole-body vibration, subjective comfort ratings and train operating parameters being recorded. A large correlation was observed between the estimated vibration dose value and subjective comfort. The relationship that vibration magnitude significantly increases with increasing the train speed and tunnel density was also found and quantified. A vibration exposure limit of 2.08 m/s corresponding to the boundary between subjective ratings of comfortable and discomfortable was obtained. Based on the exposure limit and the quantified relationship, a vibration comfort prediction method that can calculate the passenger's maximum tolerance time under a given operation condition was proposed and may help in determining the optimal operating speed and tunnels distribution to alleviate vibration discomfort. Similar to the guide to effect of vibration on health in current standard, a vibration exposure limit regarding comfort was provided for reference when assessing long-term vibration comfort. Meanwhile, a prediction method was proposed for determining the best train operating speed and tunnels distribution, thereby alleviating railway passengers' vibration discomfort.
振动会大大增加铁路乘客在长时间坐姿时的不适。振动引起的不适可能因不同的运行条件而有所不同。本文进行了现场测量,以研究这三个因素之间的相互关系。参与者完成了 240 分钟的火车旅行,记录了他们的全身振动、主观舒适度评分和火车运行参数。发现估计的振动剂量值与主观舒适度之间存在很大的相关性。还发现并量化了振动幅度随列车速度和隧道密度增加而显著增加的关系。获得了与主观舒适度的舒适和不适之间的边界相对应的 2.08m/s 的振动暴露限值。基于暴露限值和量化的关系,提出了一种可以计算给定运行条件下乘客最大耐受时间的振动舒适度预测方法,这有助于确定最佳运行速度和隧道分布以减轻振动不适。与当前标准中关于振动对健康影响的指南类似,本文提供了一个关于舒适度的振动暴露限值,以供在评估长期振动舒适度时参考。同时,提出了一种确定最佳列车运行速度和隧道分布的预测方法,从而减轻铁路乘客的振动不适。