Driver's braking behavior approaching pedestrian crossings: a parametric duration model of the speed reduction times

被引:35
作者
Bella, Francesco [1 ]
Silvestri, Manuel [1 ]
机构
[1] Univ Rome Tre, Dept Engn, Via Vito Volterra 62, I-00146 Rome, Italy
关键词
driving simulator; road safety; pedestrian; driver's braking behavior; parametric duration model; ADVANCE YIELD MARKINGS; HAZARD-BASED ANALYSIS; 2-LANE RURAL ROADS; DRIVING SIMULATOR; SIGNALIZED INTERSECTIONS; INCIDENT DURATION; SURVIVAL ANALYSIS; MOTOR-VEHICLE; IMPACT SPEED; CROSSWALKS;
D O I
10.1002/atr.1366
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The driver's braking behavior while approaching zebra crossings under different safety measures (curb extensions, parking restrictions, and advance yield markings) and without treatment (baseline condition) was examined. The speed reduction time was the variable used to describe the driver's behavior. Forty-two drivers drove a driving simulator on an urban scenario in which the baseline condition and the safety measures were implemented. The speed reduction time was modeled with a parametric duration model to compare the effects on driver's braking behavior of vehicle dynamic variables and different countermeasures. The parametric accelerated failure time duration model with a Weibull distribution identified that the vehicle dynamic variables and only the countermeasure curb extensions affected, in a statistically significant way, the driver's speed reduction time in response to a pedestrian crossing. This result shows that the driver, because of the improved visibility of the pedestrian allowed by the curb extensions, was able to receive a clear information and better to adapt his approaching speed to yield to the pedestrian, avoiding abrupt maneuvers. This also means a reduction of likelihood of rear-end collision due to less aggressive braking. Copyright (c) 2016 John Wiley & Sons, Ltd.
引用
收藏
页码:630 / 646
页数:17
相关论文
共 71 条
[1]  
Akaike H., 1973, 2 INT S INFORM THEOR, P267
[2]   Analysis of Pavement Overlay and Replacement Performance Using Random Parameters Hazard-Based Duration Models [J].
Anastasopoulos, Panagiotis Ch. ;
Mannering, Fred .
JOURNAL OF INFRASTRUCTURE SYSTEMS, 2015, 21 (01)
[3]  
[Anonymous], 2003, MODELING SURVIVAL DA
[4]  
[Anonymous], 2013, WHO global status report on road safety 2013: supporting a decade of action
[5]  
[Anonymous], 2013, RAPPORTO ACI ISTAT S
[6]  
[Anonymous], 1992, GAZZETTA UFFICIALE R
[7]   Does the effect of traffic calming measures endure over time? - A simulator study on the influence of gates [J].
Arien, Caroline ;
Brijs, Kris ;
Brijs, Tom ;
Ceulemans, Wesley ;
Vanroelen, Giovanni ;
Jongen, Ellen M. M. ;
Daniels, Stijn ;
Wets, Geert .
TRANSPORTATION RESEARCH PART F-TRAFFIC PSYCHOLOGY AND BEHAVIOUR, 2014, 22 :63-75
[8]  
Bella F., 2011, Advances in Transportation Studies, P113, DOI [DOI 10.4399/978885484657911, 10.4399/978885484657911]
[9]  
Bella F., 2008, ADV TRANSPORTATION S, V15, P27, DOI DOI 10.4399/97888548186823
[10]  
Bella F., 2007, 86 ANN M TRANSP RES