연구동향 분석
박사

확률모수를 이용한 교통사고건수 예측모형 개발 = Development of Accident Frequency Estimation Models Using Random Parameter

임준범 2015년

논문상세정보
인용/피인용
' 확률모수를 이용한 교통사고건수 예측모형 개발 = Development of Accident Frequency Estimation Models Using Random Parameter' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 교통사고건수 예측모형
  • 사고수정계수(cmf)
  • 안전성능함수(spf)
  • 음이항 회귀모형
  • 확률모수
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
67 0

0.0%

' 확률모수를 이용한 교통사고건수 예측모형 개발 = Development of Accident Frequency Estimation Models Using Random Parameter' 의 참고문헌

  • 지방부 다차로구간에서의 사고 예측모형 개발
    이동민 대한교통학회 [2009]
  • 지방부 국도의 사고예측모형 개발에 관한 연구
    오주택 한국도로학회 [2012]
  • 지방부 2차로 도로의 사고예측계수 개발 및 검증
    김응철 대한교통학회
  • 삼성교통안전문화연구소
    도로안전시설물의 사고감소효과도 분석 [2004]
  • 도로교통공단
    도로교통 사고비용의 추계와 평가 [2012]
  • 도로교통공단
    교통사고 잦은 곳 기본개선 계획 및 효과분석 [2004]
  • 교육평가용어사전
    한국교육평가학회 [2004]
  • 고속도로 평면선형과 종단선형이 겹친 복합선형 구간에서의 교통사 고 특성 및 안전성 평가 모형
    박민수 한양대학교 박사학위논문 [2012]
  • 고속도로 선형조건과 GIS기반 교통사고 위험도 지수 분석
    강승림 박창호 대한교 통학회,제21권,제1호,pp.21-40 [2003]
  • 고속도로 교통사고에 대한 기하구조의 영향(한계효과)에 관한 연구
    박민호 대한교통학회지,Vol.32,No.1,pp.73-81 [2014]
  • 건설교통부
    도로시설물 개선을 통한 국가시설물의 효율적 활용 기술 [2002]
  • “지방부 도로 단일로 구간의 사망사고에 미치는 영향요인”
    김도경(Kim, Do-Gyeong) 김영록 교통연 구,Vol.19(1),pp.57-66 [2012]
  • “지방부 도로 고령 보행자 사고 특성분석 연구”
    박준태 이수범 최병부 대한교통학회지, Vol.28(5),pp.155-162 [2010]
  • “도로환경 특성이 교통사고에 미치는 영향에 관한 연구”
    김호덕 서울대학 교 석사학위 논문 [2001]
  • “도로의 기하구조와 안전성의 상호관계 분석 연구”
    김경석 김홍상 국토 연구,Vol.188,pp.60-61 [1997]
  • “도로안전시설물의 교통사고감소효과 평가 및 사고감소계수 추정 모형 구축
    박규영 서울시립대학교 박사학위논문 [2006]
  • “교통안전의 관점에서 본 도로선형에 관한 고찰”
    모리 노조무 이케다 타케시 제25회 일본도로회의 0(CD),2003 [2046]
  • Zegeer C.V.,etal.,1992,“Safety Effects ofGeometeric Improvements on HorizontalCurves”,TRR,1356,pp.11-19
  • Zegeer C.V.,StewartR.,ForrestCouncil,T.R.Neuman,1987,“Accident RelationshipsofRoadwayWidthonLow-VolumeRoads”,TRR I445
  • Zegeer C. V., et al., 1991, Cost-effective Geometric Improvement for Safety UpgradingofHorizontalCurves
  • Yasser Hassan, Tarek Sayed and Shaun Bidulka, “Influence of Vertical Alignmenton HorizontalCurve Perception(Phase Ⅱ:Modelling Perceived Radius)”,Transportation Research Record 1796PaperNo.02-2168,pp.24-34, 2002
  • Washington, S. P., et al., 2003, Statistical and Econometric Methods for TransportationDataAnalysis,ChapmanandHall,BocaRaton,pp.241-249
  • Venkataraman N.S.,Ulfarsson G.F.,Shankar V.,Oh J.,Park M.(2011), Model of Relationship Between Interstate Crash Occurrence and Geometrics: Exploratory Insights from Random Parameter Negative BinomialApproach,2011SafetyData,Analysis,and Evaluation2011,2236, 41-48.
  • Shankar, V., Milton, J. C., Mannering, F. L., 1997, "Modeling accident frequencies as zero-altered probability process: An empirical inquiry", AccidentAnalysisandPreventionVol.29,No.6,pp.829-837
  • Shankar, V., Mannering, F. L., Barfield, W., 1995, "Effect of roadway geometrics and environmental factors on rural freeway accident frequencies",AccidentAnalysisandPreventionVol.27,No.3,pp.371-389
  • Said M.Easaand AmirAbd ElHalim,“RadiusRequirementsforTruckson Three-DimensionalReverseHorizontalCurveswithIntermediateTangents”, TransportationResearchBoard oftheNationAcademies,Washington,D.C. pp.83-93,2006
  • Said M.Easaand AmirAbd ElHalim,2009,"RadiusRequirementforTrucks on Three-dimensional Reverse Horizontal Curves with Intermediate Tangents",TRB
  • Said M. Easa, Qing Chong You, “Collision Prediction models for Three-DiomensionalTwo-LaneHighways:I.HorizontalCurves”,TRB 2009 AnnualMeeting
  • RaghavanSrinivasan,DanielCarter,2011,"DevelopmentofSafetyPerformance FunctionforNorthCarolina“
  • Poch, M., Mannering, F. L., 1996, "Negative binomial analysis of intersection-accident frequencies", Journal of Transportation Engineering Vol.122,No.3,pp.105-113
  • PanagiotisCh.Anastasopoulos,FredL.Mannering(2009),“A noteonmodeling vehicle accident frequencies with random-parameters count models”, AccidentAnalysisandPrevention,Vol.41,153-159
  • Olmstead,T.,2001,"Freewaymanagementsystemsand motorvehiclecrashes: acasestudy ofPhoenix,Arizona",AccidentAnalysisand Prevention 33, ElsevierScienceLtd.,pp.433-447
  • Moudud Hassan, Tarek Sayed, Yasser Hassan, “Influence of Vertical Alignmenton HorizontalCurvePerception :effectofspiralsand position ofverticalcurve”,theNRC ResearchPressWebSite,2005
  • Mohammed A.O.,2008.Time Series Count Data Models:An Empirical Application to TrafficAccident.AccidentAnalysisand Prevention 40.pp. 1732-1741
  • Milton,J.C.,Mannering F.L.,1998., "The relationship among highway geometrics,traffic-related elementsand motor-vehicleaccidentfrequencies", Transportation25,pp.395-413
  • Milton,J.,Shankar,V.,Mannering,F.,2008,“Highwayaccidentandthemixed logitmodel:an exploratory empiricalanalysis”,AccidentAnalysis and Prevention40(1),pp.260-266
  • Miaou,S.-P.,1994,"The relationship between truck accidentsand geometric design ofroad sections:Poisson versus negative binomialregressions", AccidentAnalysisandPreventionVol.26,No.4,pp.471-482
  • Miaou, S. P., Lum, H., 1993, "Modeling vehicle accidents ang highway geometric design relationship",AccidentAnalysis and Prevention Vol.25, No.6,pp.689-709
  • Megan Wier,June Weintraub,Elizabeth H.Humphreys,Edmund Seto,Rajiv Bhatia(2009),“An Area-LevelModelofVehicle-Pedestrian InjuryCollisions with Implications forLand Use and Transportation Planning”,Accident Analysis& Prevention,Vol.41,No.1,pp.137-145
  • Lord,D.,Washington,S.P.,Ivan,J.N.,2005,"Poisson,poisson-gamma and zero-inflated regression models of motor vehicle crashes: balancing statisticalfitand theory",AccidentAnalysisand Prevention 37,Elsevier Ltd.,pp.35-46
  • Lee,J.S.,2000,Econometricanalysisoftheeffectofroadway geometricand roadside featureson run-off-roadway accidentfrequenciesand severities, Ph.D.dissertationUniversityofWashington,U.S.A.
  • Lasmini,A.K.Indriastuti,2010,"OptimizationofSafePedestrianFacilitiesand trafficmanagement,acasestudyofmanglangIndonesia"
  • Lasmini,A.K.Indriastuti(2010),“Optimization ofsafepedestrianfacilitiesand traffic management,a case study of Manglang,Indonesia”,Journalof EconomicsandEngineering,December,pp.8-14
  • Land-Transport,2001,Land-TransportRuleFrontalImpact
  • Lamm R. et. al., 1999, Highway Design and Traffic Safety Engineering Handbook,McGraw-Hill
  • LabiS.,2006,EffectsofGeometric Characteristics ofRuralTwo-LaneRoads on Safety,PurdueUniversity
  • Kun-Feng Wu,Eric T.Donnell,Jonathan Aguero-Valverde,2014,"Relating Crash Frequency and Sevrity:Evaluating the Effectiveness ofShoulder RumbleStripsonReducingFatalandMajorInjuryCrashes“
  • KrebsH.G.,Kloeckner,E.Bruhning,1977,Investingationsoftheeffectofhighway and trafficconditionsoutsidebuilt-up areason accidentrates,Vundesminister furVerkehr
  • Kim,Se Hwan,Chung,Sung Bong,Song,KiHan,Chon,Kyung Soo,2005, "Developmentofan AccidentPrediction ModelUsing GRIM(Generalized Log-linearModel)andEBMethod:A caseofSeoul“
  • Kashani A. T., Mohaymany A. S., 2011, Safety Science, Vol. 49(10), pp.1314-1320
  • Joshua,S.,Garber,N.,1990."Estimatingtruck accidentrateand involvements using linearand poisson regression models".Transportation planning and Technology15,41-58.
  • Jean-LouisMartin,“Realtionship between Crash Rateand HourlyTrafficFlow on Interurban Motorways”, Accident Analysis & Prevention 34.5, pp.619-629,2002
  • Interactive Highway Safety Design Model(IHSDM), Crash Prediction Module(CPM) Engineer’s Manual, FHWA, Turner-Fairbank Highway ResearchCenter(TFHRC),6300GeorgetownPike,McLean,VA 22101,2003
  • IHSDM,2003,"CrashPredictionModule(CPM)Engineer'sManual",FHWA Iyinam A. F., Iyinam S., Ergun M., “Analysis of Relationship Between Highway Safety and Road Geometric Design Elements :Turkish Case”, TrafficForum,TechnicalUniversityofDresden,2003
  • Hedman,K-O,1990,RoadDesignandSafety,VTIRapport,351A,pp.225-238
  • Hauer, E., B. Persaud, 1983, “Common bias in before-after accident comparisons and its elimination",Transportation Research Record 905, TransportationResearchBoard,pp.164-174
  • Hassan Y.,Sayed T.,Bidulka S.,2002,"Influence ofVerticalAlignmenton HorizontalCurvePerception(PhaseⅡ:ModelingPerceivedRaius)",TRR
  • Harwood D.W.,etal.,2000,Prediction oftheExpected Safety Performanceof RuralTwo-LaneHighways,FHWA-RD-99-207
  • Halton,J.H.,1960,“On the efficiency ofcertain quasi-random sequencesof pointsin evaluating multi-dimensionalintegrals”,NumerischeMathematik 2(1),pp.84-90
  • Greene,W.H.,1997,“Econometric Analysis,3rd ed.” Prentice Hall,New Jersey,pp.1075
  • FrancescoBella,2005,"DriverPerceptionofCrestand SagCombinationatthe DrivingSimulator:effectsondriver'sbehavior"
  • Francesco Bella,“Driver Perception ofCrestand Sag Combination atthe Driving Simulator:effectson driver’sbehavior”,Roma TRE University, 2005
  • FitzpatrickK.,2000,SpeedPredictionRotTwoLaneRuralHighway,FHWA-RD
  • Fitzpatrick K.,“Speed Prediction RotTwo Lane RuralHighway”,Research ReportFHWA-RD,pp.99-171,2000
  • Eric Ossiander M., Peter Cummings, “Freeway Speed Limits and Traffic Fatalities in Washington State.” Accident Analysis & Prevention 34.1, pp.13-18,2002
  • Elvik R.,1995,“The Safety Value of Guardrails and Crash Cushion:A Meta-Analysis of Evidence from Evaluation Studies” Accident Analysis Prevention,Vol.27(4),pp.523-549
  • Dominique Lord, Abdelaziz Manar and Anna Vizioli, “Modeling Crash-flow-density and Crash-flow-V/C ratio Relationship forRuraland Urban Freeway Segments”,AccidentAnalysis& Prevention Vol.37,No.1, pp.185-199,2005
  • Dindu R.R,A.Veeraragavan,2011,“Random parameter models for accident prediction on two-lane undivided highwaysin India”,JournalofSafety Research,Vol.42,39-42
  • DanielJ.Findley,Joseph E.Hummer,William rasdorf,Charles V.Zeeger, TylerJ.Fowler,2012,"Modeling the ImpactofSpatialRelationship on HorizontalCurveSafety“
  • Dalal Hanno, “Effect of the Combination of Horizontal and Vertical AlignmentsonRoadSafety”,TheUniversityofBritishColumbia,2004
  • Chen E.,Tarko A.P.,2014,“Modelling safety ofhughway work zoneswith random parametersand random effectsmodels,ElsvierAnalyticMethods inAccidentResearch,pp.86-95
  • Caliendo C.etal.,2007,“A Crash-Prediction Modelfor Multilane Roads”, AccidentAnalysisandPrevention,Vol.39,pp.657-670
  • BhatC.R.(2003),Simulation Estimation ofMixed Discrete Choice Models Using Randomized and Scrambled Halton Sequences, Transportation ResearchPartB,37(1),837-855.
  • Bandyopadhyaya R.,Mitra S.,2013,Procedia-Socialand BehavioralScience, Vol.104,pp.1011-1019
  • AcquaG.D.,2011.AccidentPredictionModelsforRoadNetworks
  • AASHTO,HighwaySafetyManual,2010
  • 4차로 국도에서의 교통사고에 영향을 미치는 도로 기하구조 설계요소 분석에 관한 연구
    모무기 원제무 이종호 대한교통학회,제4호,pp.177-186 [2006]
  • "국도변 신호교차로 안전성 향상을 위한 사고예측모형개발",대 한토목학회논문집,제25권
    오주택 제1D호,pp.9-15 [2005]