期刊文献+

公路长大下坡路段对驾驶员心理的影响研究 被引量:3

Research on the Influence of the Long Slope Alignment on Drivers' Psychology
下载PDF
导出
摘要 以驾驶员心率变化与长大下坡线形指标的关系为研究对象,应用数理统计和数学建模等方面的理论方法为基础,建立了驾驶员心率路段线形指标间的回归模型,分析了长大下坡线形指标对驾驶员心理影响,为长大下坡路段的线形设计和现有危险长大下坡路段的改造提供参考。 The re.arch on the influence of the long slope alignment on drivers' psychology is of great benefit to the design of long slope sections and traffic safety. Using mathematical statistics and mathematical modeling, a regression model of the driver's heart rate and long slope alignment index is established as the speed and long slope alignment index are taken as independent variables. At last the paper utilizes the model to discuss the effect of the long slope alignment index on traffic safety and drivers' psychology, and then provides technical support for long slope sections and alignment design and transformation.
作者 唐博 雍耀维
出处 《农业装备与车辆工程》 2007年第11期56-57,共2页 Agricultural Equipment & Vehicle Engineering
关键词 公路长大下坡 坡度 驾驶员心率 long slope sections slope grade drivers' heart-rate
  • 相关文献

参考文献2

二级参考文献2

  • 1[1]Hayes M H. Statistical Digital Signal Processing and Modeling. New York: John Wiley & Sons, Inc., 1996.
  • 2[2]Ingle V K, Priakis J G. Digital Signal Processing Using MATLAB. New York: PWS Publishing Company, 1996.

共引文献26

同被引文献12

  • 1Thomas T Myers, Irving L Ashkenas, etc. Feasibility of a Grade Severity Rating System[R]. Federal Highway Administration Office of Research Environmental Division, 1980 : 32- 58.
  • 2公路路线设计细则(总校稿)[M].2008:57-58.
  • 3长安大学,等.连续长大下坡路段安全保障技术研究[R].西安:长安大学,2007.
  • 4Ren X Q, Liu J Y, Gao S. Choice of reasonable longitudinal gradient at alignments of mountain highways based on driver' s physiological reactions [ C ]// Proc., ASCE ICCTP. Critical Issues in Transportation Systems Planning, Development, and Management, 2009: 914-919.
  • 5FANG J,ZHOU R G, CHAI H, et al. Geometric design parameters research of two-lane highway in mountainous tet-rain based on driver' s anticipation [ C ]//Proc. , ASCE ICCTP. Integrated Transportation Systems- Green Intelligent Reliable, 2010 : 624-651.
  • 6Bong J C,Jae B P,Ju Y K. et al. Limit length evaluation of tangent on freeway according to driver ' s physiologieal response [J].TRB 2001 , ID Number: O1-3166.
  • 7Myungsoon C, Juyoung K, Kyungwoo K, et al. Evaluation of driver' s psychophysiological load at freeway merging area[J]. TRB 2001, ID Nmnber :01-0535.
  • 8田冬军,高文彬,彭纪宝.山区公路纵坡度合理值的实验研究--从驾驶员的生理反应角度分析[J].重庆交通大学学报(自然科学版),2008,27(3):429-432. 被引量:9
  • 9阎莹,刘浩学.山区公路纵坡路段线形指标对驾驶员心理生理影响研究[J].武汉理工大学学报(交通科学与工程版),2008,32(6):1013-1016. 被引量:21
  • 10杜智民,王恩东,王玉兰.长下坡路段交通安全评价方法[J].公路,2008,53(12):49-54. 被引量:7

引证文献3

二级引证文献19

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部