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      다수준분석모형을 이용한 고령운전자 교통사고 피해 심각성 분석 = Traffic Accident Damage Severity of Old Age Drivers by Multilevel Analysis Model

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      https://www.riss.kr/link?id=A101662901

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      다국어 초록 (Multilingual Abstract)

      This study analyzes traffic accident severity of old age drivers in fourteen cities and counties of Jeonbuk Province. It is assumed that traffic accident effecting factors have two staged structure by personal and driving environment and urban characteristics. Multilevel Analysis Model is used under the assumption of hierarchical characteristics to analyze factors effecting severity. As the driver's age increases after sixty-five years old, accident damages become severe. The drunk driving is likely to make traffic accident damage more severer. The number of fatal accident by old age drivers is about three time more than by no old age drivers. Old age drivers have higher number of night traffic accidents but severer ones in daytime. Old age drivers show the higher number of traffic accidents but severer ones in fine weather. Wet road surface also influences damage severity and especially old age drivers show higher serious damage and fatal than no old drivers.
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      This study analyzes traffic accident severity of old age drivers in fourteen cities and counties of Jeonbuk Province. It is assumed that traffic accident effecting factors have two staged structure by personal and driving environment and urban charact...

      This study analyzes traffic accident severity of old age drivers in fourteen cities and counties of Jeonbuk Province. It is assumed that traffic accident effecting factors have two staged structure by personal and driving environment and urban characteristics. Multilevel Analysis Model is used under the assumption of hierarchical characteristics to analyze factors effecting severity. As the driver's age increases after sixty-five years old, accident damages become severe. The drunk driving is likely to make traffic accident damage more severer. The number of fatal accident by old age drivers is about three time more than by no old age drivers. Old age drivers have higher number of night traffic accidents but severer ones in daytime. Old age drivers show the higher number of traffic accidents but severer ones in fine weather. Wet road surface also influences damage severity and especially old age drivers show higher serious damage and fatal than no old drivers.

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      참고문헌 (Reference)

      1 박준태, "로짓모델을 이용한 고령운전자 고속도로 교통사고 특성 분석 연구" 한국도로학회 11 (11): 1-7, 2009

      2 노관섭, "도로표지에 대한 고령운전자의 인간공학적 특성과 적정 안내지명 개수에 대한 연구" 대한토목학회 28 (28): 235-242, 2008

      3 강경우, "고령화 사회와 고령자 교통사고의 재고찰" 대한토목학회 27 (27): 19-26, 2007

      4 Lee, W. Y., "Study on the older driver’s behavior and traffic accident characteristics" The Road Traffic Authority 2005

      5 Jung, J. H., "Study on reduction of traffic accidents of older drivers" 7 (7): 13-20, 2010

      6 Shin, Y. S., "Study on driving behavior of older drivers and safe driving" The Korea Transport Institute 2001

      7 Lee, S. W., "Space measuring model practice" Parkyoungsa 2006

      8 Kim, J. G., "Road environment considering the safety of older drivers" Korean Society of Civil Engineers 2010

      9 Daigneault, G., "Previous convictions or accidents and the risk of subsequent accidents of older drivers" 34 (34): 257-261, 2002

      10 Lisa, H., "Predicting older drivers’accident involvement–Smeed’s law revisited" 37 (37): 675-680, 2005

      1 박준태, "로짓모델을 이용한 고령운전자 고속도로 교통사고 특성 분석 연구" 한국도로학회 11 (11): 1-7, 2009

      2 노관섭, "도로표지에 대한 고령운전자의 인간공학적 특성과 적정 안내지명 개수에 대한 연구" 대한토목학회 28 (28): 235-242, 2008

      3 강경우, "고령화 사회와 고령자 교통사고의 재고찰" 대한토목학회 27 (27): 19-26, 2007

      4 Lee, W. Y., "Study on the older driver’s behavior and traffic accident characteristics" The Road Traffic Authority 2005

      5 Jung, J. H., "Study on reduction of traffic accidents of older drivers" 7 (7): 13-20, 2010

      6 Shin, Y. S., "Study on driving behavior of older drivers and safe driving" The Korea Transport Institute 2001

      7 Lee, S. W., "Space measuring model practice" Parkyoungsa 2006

      8 Kim, J. G., "Road environment considering the safety of older drivers" Korean Society of Civil Engineers 2010

      9 Daigneault, G., "Previous convictions or accidents and the risk of subsequent accidents of older drivers" 34 (34): 257-261, 2002

      10 Lisa, H., "Predicting older drivers’accident involvement–Smeed’s law revisited" 37 (37): 675-680, 2005

      11 Raedt, R., "Predicting at-fault car accidents of older drivers" 33 (33): 809-819, 2001

      12 Joop, J. Hox, "Multilevel analysis" Routledge 2010

      13 Sims, R., "Mobility impairments in crash-involved older drivers" 13 (13): 430-438, 2001

      14 Li, G., "Fragility versus excessive crash involvement as determinants of high death rates per vehicle-mile of travel among older drivers" 35 (35): 227-235, 2003

      15 Meuleners, L. B., "Fragility and crash overrepresentation among older drivers in Western Australia" 38 (38): 1006-1010, 2006

      16 Cheung, I., "Declines in fatal crashes of older drivers: Changes in Crash Risk and Survivability" 43 (43): 666-674, 2011

      17 Massie, D., "Crash involvement rates by driver gender and the role of average annual mileage" 29 (29): 675-685, 1997

      18 American Medical Association, "Assessing and counseling older drivers"

      19 Gee, W. S., "A study on the driving characteristics of senior drivers" Kyonggi Research Institute 2003

      20 Herald Economy, "350% Increases of ederly traffic accidents"

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1998-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.4 0.4 0.41
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.38 0.35 0.707 0.11
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