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驾驶员心率血压与山区公路横向力系数关系
引用本文:潘晓东,林涛,杨轸.驾驶员心率血压与山区公路横向力系数关系[J].同济大学学报(自然科学版),2006,34(6):748-751.
作者姓名:潘晓东  林涛  杨轸
作者单位:同济大学,道路与交通工程教育部重点实验室,上海,200092
摘    要:以山区公路曲线段安全性和宜人性为研究对象,通过大量行车实验数据,以驾驶员的心率和血压的变动为评价尺度,分析曲线段横向力系数与驾驶员心率和血压变动的相关性,提出基于人机工程学的横向力系数范围不应大于0.2.

关 键 词:驾驶员  心率  血压  山区公路  横向力系数  交通安全
文章编号:0253-374X(2006)06-0748-04
收稿时间:11 30 2005 12:00AM
修稿时间:2005-11-30

Relationship Between the Variation of Drivers' Heart Rate and Systolic Blood Pressure and the Coefficient of Transverse Force of Mountainous Highways
PAN Xiaodong,LIN Tao,YANG Zhen.Relationship Between the Variation of Drivers'''' Heart Rate and Systolic Blood Pressure and the Coefficient of Transverse Force of Mountainous Highways[J].Journal of Tongji University(Natural Science),2006,34(6):748-751.
Authors:PAN Xiaodong  LIN Tao  YANG Zhen
Institution:Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China
Abstract:The coefficient of transverse force is an important index in evaluating driving safety and comfort. This paper takes the safety and comfort of curve sections in mountainous highways as a research object. As evaluation indexes, heart rate and systolic blood pressure are measured in many driving experiments, and their quantitative relationships with coefficient of transverse force are also analyzed and established. The reasonable value of the coefficient of transverse force should be less than 0.2.
Keywords:driver  heart rate  systolic blood pressure  mountainous highway  coefficient of transverse force  traffic safety
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