Modeling driver visual demand on three-dimensional highway alignments

被引:20
作者
Easa, SM [1 ]
He, WL
机构
[1] Ryerson Univ, Dept Civil Engn, Toronto, ON M5B 2K3, Canada
[2] iTRANS Consulting Inc, Toronto, ON L4B 1J8, Canada
关键词
driver behavior; geometry; alignment; simulation; highways;
D O I
10.1061/(ASCE)0733-947X(2006)132:5(357)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research focuses on evaluating driver visual demand on three-dimensional (3D) highway alignments, consisting of combined horizontal and vertical alignments. Using a driving simulator, nine two-dimensional and 3D hypothetical alignments for two-lane rural highways were developed following the standard guidelines of the Transportation Association of Canada. Fifteen driver subjects drove in the simulator and data on visual demand were analyzed using different processing and statistical software. The results showed that visual demand on 3D curves significantly varied with the inverse of the horizontal curve radius and the inverse of the vertical curvature. Meanwhile, the subject age had a significant effect on visual demand. Models for evaluating visual demand oil 3D highway alignments were developed for both curves and tangents. The developed models were verified and applied to 3D alignments to carry out a design consistency evaluation.
引用
收藏
页码:357 / 365
页数:9
相关论文
共 22 条
[1]  
[Anonymous], 1972, WILEY SERIES HUMAN F
[2]  
[Anonymous], 1993, AUTOMOT ERGON
[3]   VEHICLE GUIDANCE BY DELINEATION SYSTEMS AT NIGHT [J].
BLAAUW, GJ .
ERGONOMICS, 1985, 28 (12) :1601-1615
[4]   Modeling driver visual demand on complex horizontal alignments [J].
Easa, S ;
Ganguly, C .
JOURNAL OF TRANSPORTATION ENGINEERING, 2005, 131 (08) :583-590
[5]  
EASA SM, 2004, CHAPTER 1 4 DESIGN C
[6]  
FARBER E, 1972, 414 HIGHW RES BOARD, P1
[7]  
FITZPATRICK K, 1999, FHWARD99173
[8]  
GLENNON JC, 1978, TRANSPORT RES REC, V681, P77
[9]  
GODTHELP J, 1984, P 20 FISITA C SOC AU, P255
[10]   Effect of vertical alignment on driver perception of horizontal curves [J].
Hassan, Y ;
Easa, SM .
JOURNAL OF TRANSPORTATION ENGINEERING, 2003, 129 (04) :399-407