基于道路管理功能的行人违章穿越行为特性分析与仿真
详细信息    本馆镜像全文|  推荐本文 |  |   获取CNKI官网全文
摘要
作为城市交通中一种重要出行方式,步行交通与人类活动密切相关。我国城市交通典型特征是混合交通,道路时空资源有限,慢行交通和快速交通之间的矛盾日益加深。且城市交通实践中存在着“重机动车交通而轻步行交通”的思想,步行交通规划落后,行人设施管理、规划不完善,导致大量行人交通违章穿越,交通事故时有发生,严重影响城市交通系统运行效率。国内对行人交通研究多集中于行人交通特性和行人过街设施设置等方面,而对行人违章穿越的研究较少,多为定性描述和统计分析。因此,有必要研究行人违章穿越行为特性规律,建立行人违章穿越行为影响因素指标体系,以此促进行人交通规划管理的可持续发展,实现以人为本。
     研究时考虑了行人过街需求的城市道路管理功能分类,确定城市主干道为本文主要研究对象。作为研究行人交通的基础,然后采用人工调查和视频调查法相结合的方法进行了行人违章穿越行为调查,并对调查数据进行抽样提取,然后对结伴人数、等待时间等指标进行相应统计分析。
     基于违章调查的分析,建立影响行人违章穿越行为影响因素指标体系,采用主成分分析法析取了主要影响因素。然后,采用Logistics回归模型以信号控制交叉口人行横道为例对行人违章穿越行为影响因素选择进行建模和参数标定,分析了主要影响因素在违章穿越行为中的作用。结果表明模型能很好反映行人违章穿越特性。研究结论对行人交通设施规划、管理和行人违章穿越管理有较好的指导意义。
     从众行为是一种普遍的社会现象,对行人违章穿越有较大的影响。从社会心理学的角度探讨了从众行为的分类、影响因素。根据行人违章调查数据,分析了从众心理对行人违章行为的影响。利用传播扩散和复杂网络科学理论与方法,基于Bass模型和阈值模型建立了从众心理在违章穿越中的影响分析模型,并根据观察数据进行了参数标定,定量分析了从众行为对行人违章的影响程度。结果证实,从众者比例越高,且其对自身效用评价赋权越小,其发生从众违章行为的可能性就越大。
     以和平大道—铁机路交叉口人行横道为例,通过VISSIM仿真软件建立行人违章穿越行为仿真模型进行仿真实验,采用行人、机动车延误等参数分析违章穿越行为对交叉口运行效率的影响。仿真实验研究表明随着行人违章率的增加,平均等待人数、平均车速等指标就会相应的下降,相反机动车延误增加,而行人延误则没有明显下降。
As an important travel mode in urban transportation, pedestrian traffic is closely related to human activities. Although pedestrian speed is slow and walking trip distance is short, pedestrian traffic has good accessibility, almost without time-space constraints. Moreover, as a green traffic, the traffic resources it occupied are limited. A typical feature of Chinese urban transport is mixed transportation and the road space-time resources are limited, as a result, the contradiction between slow-moving traffic and vehicle traffic is being increasingly fierce. Because of the idea of "stressing motor traffic, underrating pedestrian traffic" in urban transportation practice, the backward pedestrian traffic planning and imperfect management and planning of pedestrian facilities, a large number of pedestrians cross illegally, resulting in traffic conflicts and frequent occurrence of traffic accidents, which seriously affect the operational efficiency of urban transport systems. Pedestrian traffic study in China far more focus on pedestrian traffic characteristics and pedestrian facilities installation etc. than the study of pedestrian violation crossing, which is mostly qualitative description and statistical analysis. Therefore, it is quite necessary to study the law of pedestrian violation behavior and establish an influencing factor index system of pedestrian violation behavior, so as to promote sustainable development of pedestrian traffic planning and to realize the action of people-oriented.
     The paper took the urban road system management function classification of pedestrian crossing demand into consideration and selected the arterial road as the main object of the study. As the basis of pedestrian traffic research, the manual survey and video survey methods were applied in the pedestrian violation behavior survey. Then the behavior sample data was extracted and the number of companies and waiting time etc. were analyzed statistically.
     Based on the analysis of violation investigation, an influencing factor index system of pedestrian violation behavior was established. The main factors were extracted by using principal component analysis. Then, a choice model of pedestrian violation behavior was constructed by adopting Logistics regression model and the model parameters were calibrated. The role of the main influencing factors in pedestrian violation behavior was analyzed. Results show that the model can explain characteristics of pedestrian violation behavior very good. Conclusions have guidance to pedestrian traffic facilities planning and pedestrian violated crossing management.
     Conformity behavior is a universal social phenomenon and has great effect on pedestrian violated crossing. From the perspective of social psychology, the research discussed the classification and influencing factors of conformity behavior. According to the survey data, this paper analyzed how the conformity behavior affects pedestrian violation behavior. Using the theory and method of the diffusion and complex network, a model based on Bass model and Threshold model was established to analyze the effect of conformity behavior on the pedestrian violation behavior, and its parameters was calibrated according to the observed data. Results prove that the higher the ratio of conformity pedestrian, and the smaller the weight of his utility evaluation he gave, the greater the probability that he conforms with violators.
     Taking the crosswalk of the intersection between Heping Avenue and Tieji Road as an example, the pedestrian violation behavior simulation model was built by VISSIM simulation software. The pedestrian delay, vehicle delay and other parameters were used to analyze the influence of pedestrian violation behavior on intersection operation efficiency. Simulation experiment shows that with the increasing of pedestrian violation ratio, the number of pedestrians waiting for crossing and the average vehicles speed will decline, on the contrary a corresponding increase in vehicle delay, and there is no significant change in pedestrian delay.
引文
[1]Manuszac M.,Manski C.and Das,S."Walk or wait? An empirical analysis of street crossing decisions." J.Appl.Econ.,2005,20(4),445-557.
    [2]Hamed M."Analysis of pedestrians behavior at pedestrian crossings." Safety Sci.,2001,38,63-82.
    [3]陆斯文,方守恩.行人穿越机动车流的平均临界间隙分析方法[J].交通标准化,2008,1:145-148.
    [4]王小华.平面信号交叉口机动午穿越行人决策模型研究[D].北京:北京交通大学,2008.
    [5]Baltes M.and Chu X."Pedestrian level of service for midblock street crossings." Proc.,TRB 81 st Annual Meeting,Transportation Research Record.1818,Transportation Research Board,Washington,D.C.
    [6]Guttenplan M.,Landis B.and Crider L.et al."Multimodal level of service---Analysis at a planning level." Proc.,TRB 82nd Annual Meeting,Transportation Research Board,Washington,D.C.
    [7]George Y.,John G.and Elenora P.Modeling Crossing Behavior and Accident Risk of Pedestrian.Journal of Transportation Engineering,Vol.133,No.11,November 2007.
    [8]Chu X.,Guttenplan,M.and Baltes M."Why people cross where they do--The role of street environment." Proc.,TRB 82nd Annual Meeting,Transportation Research Board,Washington,D.C,2003.
    [9]孙智勇,朵建,何民等.信号交叉口人行横逆处的行人可接受间隙研究[J].公路交通科技,2004,21(11):300-303.
    [10]熊辉,郭宏伟,吕剑.行人过街设施选择偏好的非集计模型[J].北京理工大学学报,2008,28(1):3740.
    [11]裴玉龙,冯树民.基于交通冲突的行人过街危险度研究[J].哈尔滨工业大学学报,2007,39(2):285-287.
    [12]Motoharu HOSOI,Shintaro ISHIJIMA and Akira KOJIMA.Dynamical Model of A Pedestrian in A Crowd[J].IEEE International Workshop on Robot and Human Communieation.1996,44-49.
    [13]W.Zhu,H.Timmermans.Exploring pedestrian shopping decision processes:an application of Gene Expression Programming.Proceeding of PED2005,Vienna,Austria.Pedestrian and evacuation dynamics 2005.Springer,2006.
    [14]马菁,任晓峰.浅析环境对人们行为的影响--外界条件对行人的影响[J].华北水利水电学院学报(社科版).2004,(11),110-112。
    [15]Zeeger C.V.,Stutts J.C.and Huang H.et al.Analysis of elderly pedestrian accidents and recommended countermeasures[J].Transportation Research Record.1993(1405):56-63.
    [16]Akin.D.Evaluation of pedestrian crosswalks in an urban environment[J].Ph.D.Dissertation,Department of Civil and Environmental Engineering,Michigan State University,East Lansing,2000.
    [17]Yagil D.Beliefs,motives and situational factors related to pedestrians' self-reported behavior at signal-controlled crossings[J].Transportation Research Part F.2000(3),1-13.
    [18]Rosenbloom T.,Nemrodov D.and Barkan,H.For heaven's sake follow the rules:pedestrians'behavior in an ultra-orthodox and a non-orthodox city[J].Transportation Research Part F.2004,(7):395-404.
    [19]Li G Q.Pedestrian's Behavioral Model for Traffic Safety with the Effects of the Establishing Objects on a Local Street[J].Journal of the Eastern Asia Society for Transportation Studies.1999,(3):405-415.
    [20]Forsythe M.J.and Berger W.G.Urban Pedestrian Accident Countermeasures Experimental Evaluation.Vol 1,Appendix C:Behavioral Evaluation Summary Data.Biotechnology,Inc.Falls Church,VA;US Department of Transportation,1973.
    [21]Tanaboriboon Y.and Jing Q.Chinese Pedestrians and Their Walking Characteristics:Case Study in Beijing[J].Transportation Research Record 1441,TRB,Washington,D.C.,1994,pp.16-26.
    [22]Sisopiku V.P,Akin,D.Assessment of Pedestrian Crossing Options[C].Washington:TRB.2000.CD-ROM.
    [23]Kim,Brunner,Yamashita.Modeling Violation of Hawaii's Crosswalk Law.TRB 86st Annual Meeting,Transportation Research Record.0174,Transportation Research Board,Washington,D.C.
    [24]钱宇彬,刘浩学.二次过街路口行人违反交通法规规律的研究[J].安全与环境学报.2006,(6),119-122.
    [25]Akin D.,Sisiopiku V.P.Modeling interactions between pedestrians and turning-vehicles at signalized crosswalks operating under combined pedestrian-vehicle interval.TRB 86st Annual Meeting,Transportation Research Record.2710,Transportation Research Board,Washington,D.C.
    [26]Ron V.H.,Ralph E.,and Jin L.K.In-Roadway "Yield to Pedestrians Signs":Placement Distance and Motorist Yielding.TRB 86st Annual Meeting,Transportation Research Record.0730,Transportation Research Board,Washington,D.C.
    [27]Vinod V.,Srinivas S.P.and Shashi S.N.Methods to Prioritize Pedestrian High Crash Locations and A Statistical Analysis of Relationships Between Them.TRB 86st Annual Meeting,Transportation Research Record.2050,Transportation Research Board,Washington,D.C.
    [28]Henderson L.F.On the fluid mechanics of human crowd motion.Transportation Research,1974,8:509-515.
    [29]Henderson L.F.On the fluid mechanics of human crowd motion.Transportation Research,1974,8:509-515.
    [30]Fukui M.,Ishibashi Y.Traffic flow in 1D cellular automaton model including cars moving with high speed,J.Phys.Soc.Jpn.,1996,65(6):1868-1870.
    [31]Hoogendoorn.Pedestrian dynamics-Presentation[EB/OL].http://vkk042.citg.tudelft.nl/verkeerskunde/staff/hogen-dom.2003.
    [32]Henderson,L.The Statistics of Crowd Fluids.Nature,1971,Vol.229,pp.381-383.
    [33]Henderson,L.The Statistics of Crowd Fluids.Nature,1971,Vol.229,pp.381-383.
    [34]Robertson Hummer and Nelson.The Institute of Transportation Engineers(ITE).Manual of Traffic Engineering Studies,1994
    [35]Audirac I.Stated Preference for Pedestrian Proximity:an assessment of new urbanist sense of community[J].Journal of Planning Education and Research,1999:53-66.
    [36]Transportation Research Board.Highway Capacity Manual.TRB,National Research Council,Washington DC,2000
    [37]William H.K.Lam,Chung-yu Cheung.Pedestrian Speed/Flow Relationships for Walking Facilities in Hong Kong.Journal of Transportation Engineering.Vol.126.No.4 2000.
    [38]冯树民,吴阅辛.信号交叉口行人过街速度分析[J].哈尔滨工业大学学报,2004,(1).
    [39]陈然,董力耘.中国大都市行人交通特征的实测和初步分析[J].上海大学学报(自然科学版),2005,(2).
    [40]徐良杰,王炜.信号交叉口行人过街时间模型[J].交通运输工程学报,2005,5(1):111-115.
    [41]Nguyen A.,Ragland.D.R.San Pablo Avenue Pedestrian Signal Timing Optimization.TRB 86st Annual Meeting,Transportation Research Record.2523,Transportation Research Board,Washington,D.C.
    [42 Dunno Roger C.Unsignalized Pedestrian Crossings:New Zealand's Technical Recommendations.ITE Journal.59(9).Insititute of Transportation Engineers,Washington DC,September,1989.
    [43]郭宏伟,熊辉.行人过街设施选择偏好研究[C].第六届(2006)交通运输领域国际学术会议论文集.2006.600-605.
    [44]Sisiopiku V.P,Akin D.Pedestrian behaviors at and Perceptions towards various Pedestrian facilities:an examination based on observation and survey data[J].Transportation Research Part F2003.6.249-274.
    [45]Bruce W.Landis et al.Modeling the roadside walking environment:a pedestrian level of service.The 80th Transportation Research Board annual meeting,Washington DC,2001.
    [46]黎韦利.人行道服务水准评估之研究.硕士论文.台湾交通大学交通运输研究所,1995.
    [47]边扬,高海龙,干炜.基于道路环境的人行道行人服务水平评价方法[J].公路交通科技,2007,24(9):136-139.
    [48]徐良杰,王炜,俞斌。信号交叉口非机动车及行人交通控制研究[J].交通运输工程与信息学报,2004,2(2):102-114.
    [49]翟忠民.道路交通组织优化[M].北京:人民交通出版社.2004.P147.
    [50]Bowinan B.L.,Vecellio R.L.Effect of Urban and Suburban Medial Types on Both Vehicular and Pedestrian Safety[J].Transportation Research Board.No.1445.1994.167-179.
    [51]King M.R.,Carnegie J.A.and Ewing R.Pedestrian Safety Through A Raised Median and Redesigned interseetions[J].Transportation Research Board,No.1828,2003.56-66.
    [52]Tabibi Z.,Pfeffer K.Choosing a safe place to cross the road:the relationship between attention and identification of safe and dangerous road-crossing sites[J].Child Care Health Development.2003;29(4):237-244.
    [53]Raford N.,Ragland D.R.Pedestrian Volume Modeling for Traffic Safety and Exposure Analysis:The Case of Boston,Massachusetts.TRB 85st Annual Meeting,Transportation Research Record.1326,Transportation Research Board,Washington,D.C.
    [54]C.J.Hughes.Pedestrian Safety at Signalized Junctions.Road Transport Information and Control.21-23 April 1998.Conference Publication No 454:50-54.
    [55]Anderson RM,May RM.Infectious diseases of humans[M].Oxford:Oxford University Press,1991.
    [56]Hethcote H.The Mathematics of Infections Diseases[J].SIAM Review(S0036-1445),2000,42(4):599-653.
    [57]Moore C,Newman M J.Epidemics and Percolation in Small-World Networks[J].Phys.Rev.E(S1063-651x),2000,61(5):5678-5682.
    [58]Pastor-Satorras R,Vespignani A.Epidemic Spreading in Scale-Free Networks[J].Phys.Rev.Lett.(S0031-9007),2001,86(14):3200-3203.
    [59]杨洪勇,张嗣瀛.基于复杂网络的禽流感病毒传播[J].系统仿真学报,2008,20(18):5001-5005.
    [60]周海平,蔡绍洪.基于群体稀疏分布的SIS疾病传播模型[J]。华中师范大学学报(自然科学版),2008,42(3):385-388.
    [61]欧阳敏,余明晖,王高峡等.新个体的加入及初始条件对疾病传播的影响[J].系统仿真学报,2008,20(10):2726-2731.
    [62]Fourt L.A.,Woodlock,J.W.Early prediction of market success for new grocery products[J].Journal of Marketing,1960,25:31-38.
    [63]Mansfield,E.Technical change and the rate of imitation[J].Econometrica,1961,29:741-766.
    [64]Bass,F.A new product growth model for consumer durables[J],Management Science,1969,15:215-217.
    [65]Granovetter M.Threshold models of collective behavior[J].American Journal of Sociology,1978,83:1420-1443.
    [66]Abrahamson E.,Rosenkopf L.Social network effects on the extent of innovation diffusion:A computer simulation.Oganization Science,1997,8(3).
    [67]Morris,S.Contagion[J].Review of Economic Studies,2000,67:57-78
    [68]中华人民共和国行业标准.城市道路设计规范CJJ37-90[S].北京:人民交通出版社,1991。
    [69]中华人民共和国国家标准.城市道路交通规划设计规范(GB-50220-1995)[S].国家技术监督局、中华人民共和国建设部.
    [70]Gerard,H.B.,Wilhelmy,R.A.,& Conolley,E.S.(1968).Conformity and group size.Journal of Personality and Social Psychology,8,79-82.(p.228)
    [71]Rosenberg,L.A.(1961).Group size,prior experience and conformity.Journal of Abnormal and Social Psychology,63,436-437.(p.228)
    [72]朱建平.应用多元统计分析[M].北京:科学出版社,2006:109-118.
    [73]关宏志.非集计模型--交通行为分析的工具[M].北京:人民交通出版社,2004.
    [74]王济川,郭志刚.Logistics回归模型--方法与应用[M]。北京:高等教育出版社,2001.
    [75]戴维·迈尔斯.社会心理学[M].侯玉波,乐国安,张智勇等译.北京:人民邮电出版社,2006.
    [76]时蓉华.社会心理学[M].杭州:浙江教育出版社,1998.
    [77]周晓虾.现代社会心理学[M].上海:上海人民出版社,1997.
    [78]乐国安.中国社会心理学研究进展[M].天津:天津人民出版社,2004.
    [79]沙莲香.社会心理学[M].北京:中国人民大学出版社,2002.
    [80]宋官东.从众新论[J].心理科学,2005,28(5):1174-1178.
    [81]何铮,张晓军.复杂网络在管理领域中的应用研究[M].成都:电子科技大学出版社,2008.
    [82]Watts D J,Strogatz S H.Collective dynamics of 'small-world' networks.Nature,1998,393(6684):440-442.
    [83]Barabasi A L,Albert R.Emergence of scaling in random networks,Science,1999,286(5439):509-512.
    [84]汪小帆,李翔,陈关荣.复杂网络理论及其应用[M].北京:清华大学出版社,2006.
    [85]Fellendorf,M.VISSIM:A microscopic Simulation Tool to Evaluate Actuated Signal Control including Bus Priority.Technical Paper,Session 32,64th ITE Annual Meeting.Oct.1994.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700