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Dynamic Routing Combined to Forecast the Behavior of Traffic in the City of Sao Paulo Using Neuro Fuzzy Network 被引量:2
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作者 Ricardo Pinto Ferreira Carlos de Oliveira +1 位作者 Affonso Renato Jose Sassi 《Computer Technology and Application》 2011年第1期36-41,共6页
The challenge of keeping and getting new customers drives the development of new practices to meet the consumption needs of increasingly tends to micro-segmentation of product and consumer market. The new consumption ... The challenge of keeping and getting new customers drives the development of new practices to meet the consumption needs of increasingly tends to micro-segmentation of product and consumer market. The new consumption habits of brazilians brought new prospects for market. The objective of this paper is to develop of a dynamic vehicle routing system supported by the behavior of urban traffic in the city ofSao Paulo using Neuro Fuzzy Network. The methodology of this paper consists in the capture of relevant events that interfere with the flow of traffic of the city of Sao Paulo and implementation of a Fuzzy Neural Network trained with these events in order to foresee the traffic behavior. The system offers three labels of hierarchical routing, thus is possible to consider not only the basic factors of routing, but too external factors that directly influence on the flow of traffic and the disruption which may be avoided in large cities, through alternative routes (dynamic vehicle routing). Predicting the behavior of traffic represents the strategic level routing, dynamic vehicle routing is the tactical level, and routing algorithms to the operational level. This paper will not be discussed the operational level. 展开更多
关键词 traffic behavior dynamic vehicle routing neuro fuzzy network fuzzy logic.
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A new cellular automaton for signal controlled traffic flow based on driving behaviors 被引量:1
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作者 王扬 陈艳艳 《Chinese Physics B》 SCIE EI CAS CSCD 2015年第3期463-473,共11页
The complexity of signal controlled traffic largely stems from the various driving behaviors developed in response to the traffic signal. However, the existing models take a few driving behaviors into account and cons... The complexity of signal controlled traffic largely stems from the various driving behaviors developed in response to the traffic signal. However, the existing models take a few driving behaviors into account and consequently the traffic dynamics has not been completely explored. Therefore, a new cellular automaton model, which incorporates the driving behaviors typically manifesting during the different stages when the vehicles are moving toward a traffic light, is proposed in this paper. Numerical simulations have demonstrated that the proposed model can produce the spontaneous traffic breakdown and the dissolution of the over-saturated traffic phenomena. Furthermore, the simulation results indicate that the slow-to-start behavior and the inch-forward behavior can foster the traffic breakdown. Particularly, it has been discovered that the over-saturated traffic can be revised to be an under-saturated state when the slow-down behavior is activated after the spontaneous breakdown. Finally, the contributions of the driving behaviors on the traffic breakdown have been examined. 展开更多
关键词 cellular automata signalized traffic systems spontaneous traffic breakdown driving behaviors
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Gap acceptance behavior of drivers at uncontrolled T-intersections under mixed traffic conditions 被引量:1
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作者 Manish Dutta Mokaddes Ali Ahmed 《Journal of Modern Transportation》 2018年第2期119-132,共14页
Explicit traffic control measures are absent in uncontrolled intersections which make them susceptible to frequent conflicts and resulting collisions between vehicles. In developing countries like India, drivers at su... Explicit traffic control measures are absent in uncontrolled intersections which make them susceptible to frequent conflicts and resulting collisions between vehicles. In developing countries like India, drivers at such intersections do not yield to higher priority movements which cause more crashes between vehicles. The objective of this study is to analyze and model the gap acceptance behavior of minor street drivers at uncontrolled T-intersections considering their aggressive nature. Three intersections in the northeast region of India have been selected as the case study area. Preliminary analysis of the data revealed that drivers behave aggressively, not because they have to wait for a long time at the stop line, but because of their lack of respect for traffic rules. Binary logit models are developed for minor road right turning vehicles which show that gap acceptance behavior is influenced by gap duration, clearing time and aggressive nature of drivers. The equations obtained were used to estimate the critical gaps for aggressive and non-aggressive drivers. Critical gaps are also calculated using an existing method called clearing behavior approach. It is also shown that the estimation of critical gap is more realistic if clearing time and aggressive behavior of drivers are considered. 展开更多
关键词 Mixed traffic ACCEPTANCE Clearing timemodel Uncontrolled intersection GAP Aggressive behavior LOGIT
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Influences of Mixed Traffic Flow and Time Pressure on Mistake-Prone Driving Behaviors among Bus Drivers
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作者 Vu Van-Huy Hisashi Kubota 《Journal of Transportation Technologies》 2023年第3期389-410,共22页
Bus safety is a matter of great importance in many developing countries, with driving behaviors among bus drivers identified as a primary factor contributing to accidents. This concern is particularly amplified in mix... Bus safety is a matter of great importance in many developing countries, with driving behaviors among bus drivers identified as a primary factor contributing to accidents. This concern is particularly amplified in mixed traffic flow (MTF) environments with time pressure (TP). However, there is a lack of sufficient research exploring the relationships among these factors. This study consists of two papers that aim to investigate the impact of MTF environments with TP on the driving behaviors of bus drivers. While the first paper focuses on violated driving behaviors, this particular paper delves into mistake-prone driving behaviors (MDB). To collect data on MDB, as well as perceptions of MTF and TP, a questionnaire survey was implemented among bus drivers. Factor analyses were employed to create new measurements for validating MDB in MTF environments. The study utilized partial correlation and linear regression analyses with the Bayesian Model Averaging (BMA) method to explore the relationships between MDB and MTF/TP. The results revealed a modified scale for MDB. Two MTF factors and two TP factors were found to be significantly associated with MDB. A high presence of motorcycles and dangerous interactions among vehicles were not found to be associated with MDB among bus drivers. However, bus drivers who perceived motorcyclists as aggressive, considered road users’ traffic habits as unsafe, and perceived bus routes’ punctuality and organization as very strict were more likely to exhibit MDB. Moreover, the results from the three MDB predictive models demonstrated a positive impact of bus route organization on MDB among bus drivers. The study also examined various relationships between the socio-demographic characteristics of bus drivers and MDB. These findings are of practical significance in developing interventions aimed at reducing MDB among bus drivers operating in MTF environments with TP. 展开更多
关键词 Bus Safety Mistake-Prone Driving behavior Mixed traffic Time Pressure Factor Analyses Bayesian Model Averaging
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快速路交织区车辆汇入行为分类预测模型
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作者 李聪颖 吴佳西 +2 位作者 苏艺 国轶童 封超 《交通科技与经济》 2026年第1期47-54,共8页
为探究城市快速路交织区车辆汇入行为对主线交通流的影响,提升车辆变道场景安全性,基于车辆速度差和汇入位置划分车辆汇入行为,构建基于梯度提升决策树(GBDT)的汇入行为分类预测模型。依据汇入车流与主线车流的速度差初步划分车辆汇入行... 为探究城市快速路交织区车辆汇入行为对主线交通流的影响,提升车辆变道场景安全性,基于车辆速度差和汇入位置划分车辆汇入行为,构建基于梯度提升决策树(GBDT)的汇入行为分类预测模型。依据汇入车流与主线车流的速度差初步划分车辆汇入行为,应用轮廓系数聚类车辆汇入位置,考虑车辆在各汇入位置的交通特性,修正汇入行为分类条件;基于GBDT构建车辆汇入行为分类预测模型,与支持向量机模型(SVM)进行性能对比。结果表明:速度差大于2.5 m·s^(-1)时汇入行为为自由汇入,小于2.5 m·s^(-1)时为非自由汇入;前段汇入和末段汇入时,依据速度差是否大于0 m·s^(-1)将非自由汇入分为轻微影响汇入与强制汇入;中段汇入时非自由汇入均为轻微影响汇入;模型参数重要性递减依次为汇入车辆交通流参数、临近车辆速度参数以及车辆间位置关系,交叉验证得到GBDT预测模型预测性能优于SVM。 展开更多
关键词 交通工程 汇入行为 快速路交织区 分类预测模型 梯度提升决策树
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Characteristics and risk of violation behavior of non-motorists at signalized intersections 被引量:6
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作者 赵星 任刚 +2 位作者 杜轩 王鹏 王卫杰 《Journal of Southeast University(English Edition)》 EI CAS 2011年第4期423-429,共7页
Aiming at prevalent violations of non-motorists at urban intersections in China, this paper intends to clarify the characteristics and risks of non-motorist violations at signalized intersections through questionnaire... Aiming at prevalent violations of non-motorists at urban intersections in China, this paper intends to clarify the characteristics and risks of non-motorist violations at signalized intersections through questionnaires and video recordings, which may serve as a basis for non-motorized vehicle management. It can help improve the traffic order and enhance the degree of safety at signalized intersections. To obtain the perception information, a questionaire survey on the Internet was conducted and 972 valid questionnaires were returned. It is found that academic degree contributes little to non-motorist violations, while electrical bicyclists have a relatively higher frequency of violations compared with bicyclists. The video data of 18 228 non-motorist behaviors indicate that the violation rate of all non-motorists is 26.5%; the number of conflicts reaches 1 938, among which violation conflicts account for 66.8%. The study shows that the violation rates and the violation behavior at three types of surveyed intersections are markedly different. It is also concluded that the conflict rates and the violation rates are positively correlated. Furthermore, signal violation, traveling in the wrong direction, and overspeeding to cross the intersection are the most dangerous among traffic violation behaviors. 展开更多
关键词 traffic violation behavior traffic safety non- motorist signal intersection
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Nonlinear Dynamic Analysis of MPEG-4 Video Traffic
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作者 GE Fei CAO Yang WANG Yuan-ni 《Wuhan University Journal of Natural Sciences》 EI CAS 2005年第6期1019-1024,共6页
The main research motive is to analysis and to veiny the inherent nonlinear character of MPEG-4 video. The power spectral density estimation of the video trafiic describes its 1/f^β and periodic characteristics.The p... The main research motive is to analysis and to veiny the inherent nonlinear character of MPEG-4 video. The power spectral density estimation of the video trafiic describes its 1/f^β and periodic characteristics.The priraeipal compohems analysis of the reconstructed space dimension shows only several principal components can be the representation of all dimensions. The correlation dimension analysis proves its fractal characteristic. To accurately compute the largest Lyapunov exponent, the video traffic is divided into many parts.So the largest Lyapunov exponent spectrum is separately calculated using the small data sets method. The largest Lyapunov exponent spectrum shows there exists abundant nonlinear chaos in MPEG-4 video traffic. The conclusion can be made that MPEG-4 video traffic have complex nonlinear be havior and can be characterized by its power spectral density,principal components, correlation dimension and the largest Lyapunov exponent besides its common statistics. 展开更多
关键词 MPEG-4 video traffic behavior nonlinear dynamic analysis power spectral density principal components analysis correlation dimension largest Lyapunov exponent
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基于极值理论的驾驶风险水平预测研究
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作者 崔萌萌 朱永明 《重庆交通大学学报(自然科学版)》 北大核心 2026年第1期86-94,共9页
针对同城物流配送车辆驾驶风险水平评估问题,基于极值理论和浮动车数据展开了研究。利用配送数据提取6类风险与安全驾驶行为,并计算其速度安全熵;基于极值理论建立速度安全熵的广义帕累托模型,结合图解法与滑动时间窗法确定阈值(0.1898~... 针对同城物流配送车辆驾驶风险水平评估问题,基于极值理论和浮动车数据展开了研究。利用配送数据提取6类风险与安全驾驶行为,并计算其速度安全熵;基于极值理论建立速度安全熵的广义帕累托模型,结合图解法与滑动时间窗法确定阈值(0.1898~0.1998),并通过贝叶斯估计求解模型参数,该模型可用于驾驶风险水平的预测与评估;采用重现水平理论验证模型有效性。研究结果表明:最小与最大阈值模型的近似线性拟合优度分别为0.8273和0.8559,且最大阈值模型的风险驾驶行为预测性能更优。该模型建立了非风险驾驶行为与风险水平的关联,支持基于非风险行为数据预测评估风险水平,拓展了评估方法;对建立同城配送车辆运行风险评估预警系统、界定风险驾驶行为和提升驾驶安全性具有支持作用。 展开更多
关键词 交通工程 同城物流 风险驾驶行为 预测评估 极值理论
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Video-based measurement and data analysis of traffic flow on urban expressways 被引量:4
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作者 Xian-Qing Zheng Zheng Wu Shi-Xiong Xu Ming-Min Guo Zhan-Xi Lin Ying-Ying Zhang 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2011年第3期346-353,共8页
A new video-based measurement is proposed to collect and investigate traffic flow parameters. The output of the measurement is velocity-headway distance data pairs. Because density can be directly acquired by the reci... A new video-based measurement is proposed to collect and investigate traffic flow parameters. The output of the measurement is velocity-headway distance data pairs. Because density can be directly acquired by the reciprocal of headway distance, the data pairs have the advantage of better simultaneity than those from common detectors. By now, over 33 000 pairs of data have been collected from two road sections in the cities of Shanghai and Zhengzhou. Through analyzing the video files recording traffic movements on urban expressways, the following issues are studied:laws of vehicle velocity changing with headway distance, proportions of di0erent driving behaviors in the traffic system, and characteristics of traffic flow in snowy days. The results show that the real road traffic is very complex, and factors such as location and climate need to be taken into consideration in the formation of traffic flow models. 展开更多
关键词 traffic flow mode - Video-based - Vehicle recog- nition. Driving behavior - Snowy day traffic
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Characterizing Peak-Time Traffic Jam Incidents in Kampala Using Exploratory Data Analysis
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作者 Sekalema Hamza Umar Yahya +3 位作者 Abdal Kasule Kasagga Usama Pembe Fahad Kamoga Ibrahim 《Journal of Transportation Technologies》 2023年第1期61-86,共26页
Traffic congestion is associated with increased environmental pollutions, as well as reduced socio-economic productivity due to significant delays in travel times. The consequences are worse in least developed countri... Traffic congestion is associated with increased environmental pollutions, as well as reduced socio-economic productivity due to significant delays in travel times. The consequences are worse in least developed countries where motorized road transport networks are often inefficiently managed in addition to being largely underdeveloped. Recent research on traffic congestion has mostly focused on infrastructural aspects of road networks, with little or no emphasis at all on motorists’ on-the-road behavior (MB). The current study thus aimed to bridge this knowledge gap by characterizing traffic jam incidents (TJI) observed over a period of 80 days in Uganda’s Capital City, Kampala. MB as well as road network infrastructural factors such as road blockage (RB), were captured for each of the observed TJI. A total of 483 peak-time TJI were recorded, and exploratory data analysis (EDA) subsequently performed on the TJI dataset. EDA involved Hierarchical clustering analysis (HCA) and K-means clustering of the TJI dataset, as well as a detailed descriptive statistical analysis of both the entire dataset and the emerging TJI clusters. A highlight finding of this study is that 48.2% of the observed TJIs were as a result of on-the-road motorist behavior. Furthermore, the intervention of traffic police officers in a bid to regulate traffic flow was equally responsible for 25.9% of the TJIs observed in this study. Overall, these results indicate that whereas road infrastructural improvement is warranted in order to improve traffic flow, introducing interventions to address inappropriate on-the-road motorists’ behavior could alone improve traffic flow in Kampala, by over 48%. Additionally, in-order to effectively regulate traffic flow in Kampala and other least developed cities with similar traffic congestion management practices, motorists’ on-the-road behavior ought to be factored into any data-driven mechanisms deployed to regulate traffic flow and thus potentially significantly curbing traffic congestion. 展开更多
关键词 Motorist behavior traffic Jam traffic Congestion Urban Road-Networks Motorized Transport traffic Clusters
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论虚假流量行为的《反不正当竞争法》规制 被引量:1
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作者 贾爱玲 谢昌桐 《浙江工业大学学报(社会科学版)》 2025年第1期93-100,共8页
数字时代背景下,互联网数字经济蓬勃发展,流量已成为数字经济市场竞争的核心要素之一。近年来发生的不正当竞争案件多涉流量造假,破坏市场竞争秩序,影响平台经济的健康发展。司法规制过程中存在“互联网专条”规制范围过窄致行为向一般... 数字时代背景下,互联网数字经济蓬勃发展,流量已成为数字经济市场竞争的核心要素之一。近年来发生的不正当竞争案件多涉流量造假,破坏市场竞争秩序,影响平台经济的健康发展。司法规制过程中存在“互联网专条”规制范围过窄致行为向一般条款逃逸、虚假宣传条款适用要件模糊致司法认定各异、开放性条款适用过多致判决呈泛道德化倾向等问题。应以《反不正当竞争法》的具体条款为切入点,有效规制虚假流量行为。将“利用算法”纳入“利用技术手段”的范围,明确虚假宣传条款适用要件,增设“流量专项”,并将“消费者利益”作为裁判考量因素,以保障消费者合法权益与互联网商业生态之正常。 展开更多
关键词 反不正当竞争法 虚假流量 互联网专条 虚假宣传条款 流量专项
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Analysis of Traffic Accidents in Vietnam
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作者 Thi Yen Nguyen 《World Journal of Engineering and Technology》 2024年第3期522-528,共7页
Understanding the causes and solutions of road traffic accidents is important for developing road and action plans in a country. In Vietnam, awareness of traffic participants is the main cause of serious traffic accid... Understanding the causes and solutions of road traffic accidents is important for developing road and action plans in a country. In Vietnam, awareness of traffic participants is the main cause of serious traffic accidents. In recent years, the number of road traffic accidents in Tuyen Quang province with deaths has decreased, but the number of accidents has increased significantly. The article uses data on traffic accidents in Tuyen Quang over the (2016-2023) has been analytically reviewed. From there, analyze accident characteristics and causes of traffic accidents in Tuyen Quang province, and propose solutions to improve traffic safety in Tuyen Quang, Vietnam. The findings can be information for managers and researchers interested in studying the province of Tuyen Quang, Vietnam road traffic safety. Additionally, the findings have led the government to achieve national targets in reducing the number of accidents and serious injuries. 展开更多
关键词 traffic Safety Accident Cause Driver behavior Human Factor traffic Safety Policy
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考虑心理因素的自动驾驶车用户停车选择行为分析
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作者 韩艳 袁昌银 +1 位作者 唐心恬 关宏志 《交通运输系统工程与信息》 北大核心 2025年第5期72-82,共11页
具备远程自动代客泊车功能的自动驾驶车将用户送到目的地后,可自主空驶至远端停车场停车,为解决热点区域停车泊位不足等问题提供了新的方法,同时也带来新的选择问题。本文基于消费者购买决策理论,引入感知风险和等待态度两个心理潜变量... 具备远程自动代客泊车功能的自动驾驶车将用户送到目的地后,可自主空驶至远端停车场停车,为解决热点区域停车泊位不足等问题提供了新的方法,同时也带来新的选择问题。本文基于消费者购买决策理论,引入感知风险和等待态度两个心理潜变量,挖掘自动驾驶用户停车选择机理,设计并实施了自动驾驶用户停车选择行为实证调查,构建集成心理潜变量的停车选择行为(ICLV)模型与不考虑心理潜变量的多项Logit模型,并进行敏感性分析。研究结果表明:心理潜变量、个人信息属性、出行属性和停车方案属性均对用户选择停车位置具有显著影响,与传统的多项Logit模型相比,ICLV模型拟合度显著提升。目的地停车费对停车方案选择概率变化富有弹性,当目的地停车费从11元·h^(-1)增加至15元·h^(-1)时,目的地停车的选择概率从59.9%下降至34.4%,近端停车、远端停车的选择概率分别从11.8%、28.3%上升至19.4%、46.2%。当用户的感知风险厌恶度和等待厌恶度分别由1上升至5时,用户选择目的地停车的概率分别由12.0%、24.4%上升至53.3%、52.0%。研究结论可为自动驾驶时代区域停车场差异化停车定价提供理论依据。 展开更多
关键词 城市交通 停车选择行为 混合选择模型 自动驾驶汽车 心理因素
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交通震荡微观形成和传播条件研究
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作者 杨龙海 段丞章 +1 位作者 唐壮 章锡俏 《重庆交通大学学报(自然科学版)》 北大核心 2025年第4期87-96,共10页
交通震荡的形成与传播机制受驾驶行为异质性影响显著。通过融合驾驶员反应能力和驾驶行为非对称性双参数改进经典跟驰模型,构建了非对称跟驰模型并对交通震荡微观演化规律进行了揭示。稳定性分析表明:交通流失稳现象出现在特定速度与车... 交通震荡的形成与传播机制受驾驶行为异质性影响显著。通过融合驾驶员反应能力和驾驶行为非对称性双参数改进经典跟驰模型,构建了非对称跟驰模型并对交通震荡微观演化规律进行了揭示。稳定性分析表明:交通流失稳现象出现在特定速度与车头间距参数区间,仿真实验进一步识别出3类震荡触发条件:交通流参数进入理论失稳区间;稳定区间内激进型驾驶员初始车头间距无法匹配速度需求;稳定区间内普通型或保守型驾驶员存在速度-车头间距参数失配。基于速度标准差的量化研究发现:低速状态下保守型驾驶员车队的震荡传播速度比激进型快,车头间距扰动引发的震荡呈凹型增长,而速度扰动导致的增长模式存在驾驶人类型分化——激进型与普通型呈指数增长,保守型则为线性增长。当初始速度与车头间距达到参数匹配状态时,震荡传播被显著抑制甚至阻断。研究建立了驾驶行为特征参数与震荡演化规律的量化映射关系,证实参数匹配可使震荡传播风险降低,为智能网联车辆协同控制策略设计提供了理论支撑,特别是在自适应巡航系统参数优化、混合交通流稳定性提升等领域具有直接应用价值。 展开更多
关键词 交通工程 形成传播条件 跟驰模型 交通震荡 驾驶人行为 非对称性
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无信号灯控制路段人行横道车辆让行行为研究
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作者 陈文强 薛盼盼 +1 位作者 王涛 顾玉磊 《交通运输系统工程与信息》 北大核心 2025年第5期215-225,共11页
无信号灯控制路段人行横道作为交通事故高发区域,其车辆让行行为是平衡行人安全与交通效率的核心问题。本文针对无信号灯控制路段人行横道车辆让行率低与违法判定标准单一化问题,提出异质性车辆让行行为模型与决策空间分区框架。基于西... 无信号灯控制路段人行横道作为交通事故高发区域,其车辆让行行为是平衡行人安全与交通效率的核心问题。本文针对无信号灯控制路段人行横道车辆让行率低与违法判定标准单一化问题,提出异质性车辆让行行为模型与决策空间分区框架。基于西安市雁塔路中段人行横道1511起人车交互事件数据,结合动力学模型与Logistic回归分析,得出以下结论:车辆让行行为群体异质性显著,公交车让行率最高,出租车因经济激励驱动接近速度最高,私家车让行率最低。速度-距离为核心动力学变量,车速每增1 m·s^(-1),让行概率降18.6%;纵向距离每扩1 m,让行概率升13.7%;行人速度每升1 m·s^(-1)显著提升让行概率317%。社会环境驱动行为合规性,并行车辆触发“规范性效应”,使让行概率提升146%;低流量时段违法风险显著上升,需通过警示设施弥补监管缺口。本文可为差异化执法、车辆群体管控及设施优化提供理论支撑。 展开更多
关键词 城市交通 车辆让行行为 机器视觉 人车冲突 让行决策空间
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曲率和非对称边缘率标线对高速公路曲线段驾驶行为的影响
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作者 朱顺应 李智明 +2 位作者 付卿 吴景安 李思源 《重庆理工大学学报(自然科学)》 北大核心 2025年第10期226-233,共8页
为探究高速公路不同曲率非对称边缘率标线对车辆运行特性的影响,明确其设施作用效果,以湖北省鄂咸高速公路某两处不同曲率路段为对象,设计了不同曲率段铺设非对称标线前后的4种试验方案,并开展实车驾驶试验。采集自然驾驶状态下车辆的... 为探究高速公路不同曲率非对称边缘率标线对车辆运行特性的影响,明确其设施作用效果,以湖北省鄂咸高速公路某两处不同曲率路段为对象,设计了不同曲率段铺设非对称标线前后的4种试验方案,并开展实车驾驶试验。采集自然驾驶状态下车辆的轨迹数据,对比分析车辆行驶在不同曲率段铺设标线前后的速度、加速度和横向偏移的变化模式、整体特征和幅值分布,并以曲率和是否铺设标线为影响变量进行双因素方差检验,分析其对驾驶行为的显著性。研究结果表明:从各位置处和整体上看,曲率和是否铺设标线两者主效应均对驾驶行为具有显著性,大曲率路段较小曲率路段速度和加速度更低,横向偏移更大,分布更离散;铺设非对称边缘率标线能够改善驾驶行为,有效降低车辆行驶速度、加速度和横向偏移,减少交通流内部运行差异,提高行车安全和稳定性,且在曲中位置改善效果最好;曲率和是否铺设标线的交互作用对速度、加速度和横向偏移具有显著性,标线对大曲率路段速度、加速度和横向偏移改善效果优于小曲率时。研究结果可为高速公路曲线段非对称边缘率标线的有效性提供理论依据,为交通控制设施的设置与应用设计提供参考。 展开更多
关键词 交通安全 驾驶行为 实车试验 高速公路曲线段 非对称边缘率标线
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手机分心条件下行人运动特性研究
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作者 姚明 王宇航 +1 位作者 曹淑超 马露涵 《交通运输系统工程与信息》 北大核心 2025年第2期364-372,共9页
为探究手机分心行为对行人运动轨迹、步态特征和步行速度的影响,本文通过设计可控实验方案,开展了正常与3种分心(阅读、发消息和看视频)状态下的步行运动实验。基于图像处理技术获得高精度行人运动轨迹,量化分析不同的分心行为对运动轨... 为探究手机分心行为对行人运动轨迹、步态特征和步行速度的影响,本文通过设计可控实验方案,开展了正常与3种分心(阅读、发消息和看视频)状态下的步行运动实验。基于图像处理技术获得高精度行人运动轨迹,量化分析不同的分心行为对运动轨迹、步长、步宽、步进时间和步行速度的影响。结果表明:分心行为使运动轨迹更加无序,其中视频组的偏移距离最大,较正常组增加33.98%。分心行为使行人加速能力变差,行人的步行速度降低,视频组的加速度下降26.78%,弛豫时间增加了44.88%,步行速度下降幅度达28.24%。从步态特征来看,整体步长随着分心程度的加重而缩短,步宽和步进时间则呈现相反趋势。其中消息组步长最短,步宽最大,步进时间最长。通过线性拟合步行速度与步态参数之间的关系发现,步长随步行速度的增大而增加,步宽和步进时间与速度成反比。 展开更多
关键词 城市交通 行人安全 分心行为 运动轨迹 步态特征
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高速公路隧道出入口危险驾驶行为特性分析与识别方法
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作者 刘唐志 潘依涵 +2 位作者 刘星良 刘远强 白致远 《交通信息与安全》 北大核心 2025年第3期44-54,共11页
高速公路隧道出入口危险驾驶行为频发,事故风险高。针对隧道进出口区段连续轨迹数据无法有效检测导致的驾驶风险评估难题,设计了1种监测范围覆盖隧道口内外共250 m的雷达-视频融合轨迹采样系统,研究了基于特征参数优化的危险驾驶行为识... 高速公路隧道出入口危险驾驶行为频发,事故风险高。针对隧道进出口区段连续轨迹数据无法有效检测导致的驾驶风险评估难题,设计了1种监测范围覆盖隧道口内外共250 m的雷达-视频融合轨迹采样系统,研究了基于特征参数优化的危险驾驶行为识别方法。基于隧道出入口轨迹数据,分析隧道出入口的驾驶行为特点,选取急变速、蛇形驾驶、高风险跟车及冒险换道4种危险驾驶行为构建危险驾驶行为谱,利用风险度量法量化4种危险驾驶行为指标,并运用四分位法设定其特征参数阈值边界,通过阈值判断,对超出阈值边界的驾驶风险点开展可视化分析,初步得出4种危险驾驶行为的空间分布特点。选用随机过采样(random oversampling,ROS)、合成少数类过采样技术(synthetic minority oversampling technique,SMOTE)、自适应综合过采样(adaptive synthetic sampling,ADASYN)对危险驾驶样本进行预处理,均衡数据样本,而后与3类集成学习算法即极端梯度提升算法(eXtreme gradient boosting,XGBoost)、轻量级梯度提升机算法(light gradient boosting machine,LGBM)、自适应提升算法(adaptive boosting,AdaBoost),通过正交组合构建均衡-集成耦合算法,共提出基于单一集成学习算法和正交组合均衡-集成算法的12种危险驾驶行为识别模型,并通过模型测试验证了不同算法模型的性能差异,确定最优危险驾驶行为识别模型。采用斯皮尔曼相关系数分析参数间的相关性,筛选出关键参数,提高模型识别性能。研究结果表明:高速公路隧道出入口因交通环境复杂性与驾驶人行为波动,成为交通事故易发路段;在3种单模态集成算法模型和9种均衡-集成耦合模型的对比评估中,基于样本优化的SMOTE-LGBM耦合模型在隧道过渡区段对危险驾驶行为的识别效果显著占优,其精确率、F-s、AUC值具体评价数值区间分别为91.2%~91.4%、0.913~0.918、0.907~0.912,相较于其他算法维持在较高水平。 展开更多
关键词 交通安全 危险驾驶行为 SMOTE-LGBM算法 隧道过渡区 驾驶行为谱
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基于FA-BWM的货车驾驶人驾驶行为风险评估
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作者 王连震 陈旭琦 +3 位作者 杜亚北 张国立 代磊磊 程国柱 《大连交通大学学报》 2025年第2期19-26,共8页
为了量化评估货车驾驶人驾驶行为风险,通过驾驶行为调查问卷,使用因子分析法(FA)降维构建驾驶行为风险评估指标体系,并结合最优最劣法(BWM)主客观组合赋权确定了各指标的权重,完成货车驾驶人驾驶行为风险评估模型的构建。根据k-means聚... 为了量化评估货车驾驶人驾驶行为风险,通过驾驶行为调查问卷,使用因子分析法(FA)降维构建驾驶行为风险评估指标体系,并结合最优最劣法(BWM)主客观组合赋权确定了各指标的权重,完成货车驾驶人驾驶行为风险评估模型的构建。根据k-means聚类分析和德尔菲法确立驾驶行为风险评估等级阈值并划分为安全型、普通型、危险型,对不同货车驾驶人群体进行驾驶风险评估。研究结果显示,安全型、普通型、危险型驾驶人分别占比51.9%,36.7%,11.4%。年轻驾驶人、日均驾驶时间久、日均睡眠时间少、月均收入少的货车驾驶人群体的驾驶行为风险较高,证明了该评估模型的有效性。 展开更多
关键词 交通安全 驾驶行为评价 FA-BWM 驾驶行为问卷 货车驾驶人
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改进的L型通道行人转弯行为仿真模型 被引量:1
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作者 郝妍熙 刘巍 +2 位作者 胡华 方勇 刘志钢 《交通运输系统工程与信息》 北大核心 2025年第3期383-392,共10页
行人在交通环境中的转弯行为是行人交通流研究的重要组成部分。本文以L型单向通道中的行人流为研究对象,基于实地实验和模拟仿真研究转弯行人运动机理。首先,依据行人转弯时在不同区域的运动特征,将L型通道划分为4个区域,并考虑不同宽... 行人在交通环境中的转弯行为是行人交通流研究的重要组成部分。本文以L型单向通道中的行人流为研究对象,基于实地实验和模拟仿真研究转弯行人运动机理。首先,依据行人转弯时在不同区域的运动特征,将L型通道划分为4个区域,并考虑不同宽度和不同服务水平下的行人运动特征,改进现有模型的自驱动力方向和通行规则,建立改进的L型通道直角转弯模型。然后,在地铁站直角转弯区及模拟场地采集行人转弯轨迹,分析路径选择、变道位置和转弯位置,并据此标定改进的直角转弯模型参数,搭建行人直角转弯仿真平台。最后,对比分析100条L型直角转弯通道的右转行人轨迹的仿真与实验数据,得到实验轨迹空间和仿真轨迹空间相似度为89.4%,验证了改进模型的准确性和有效性。 展开更多
关键词 城市交通 直角转弯行为 社会力模型 行人仿真 行人流
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