repository
Graduate School of Ajou University
Department of Construction and Transportation Engineering
3. Theses(Master)
교통사고 재현을 위한 제동전 속도추정모형 개발에 관한 연구
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.advisor | 오영태 | - |
| dc.contributor.author | 정우택 | - |
| dc.date.accessioned | 2018-11-08T06:27:09Z | - |
| dc.date.available | 2018-11-08T06:27:09Z | - |
| dc.date.issued | 2012-08 | - |
| dc.identifier.other | 12793 | - |
| dc.identifier.uri | https://dspace.ajou.ac.kr/handle/2018.oak/2969 | - |
| dc.description | 학위논문(박사)아주대학교 일반대학원 :건설교통공학과,2012. 8 | - |
| dc.description.tableofcontents | Ⅰ. 서 론 1 1. 연구의 배경 및 목적 1 2. 연구의 내용 3. 연구의 범위 및 수행절차 3.1 연구의 범위 3.2 연구의 수행절차 Ⅱ. 이론적 고찰 1. 이론적 기초 1.1 정지거리 1.2 마찰계수 1.3 스키드마크의 발생 1.4 스키드마크로부터 활주직전 속도 추정 1.5 제동직전 속도 추정 1.6 속도위반에 따른 제재조치 2. 선행연구 고찰 2.1 속도-마찰계수 관련 연구사례 2.2 제동직전 속도분석 관련 연구사례 2.3 시사점 Ⅲ. 자료수집 및 정리 1. 실차 실험환경 1.1 개요 1.2 실험장비 1.3 실험차량 2. 실험방법 3. 데이터 수집 및 정리 3.1 5th Wheel 데이터 3.2 5th Wheel 데이터 & VC4000DAQ 데이터 Ⅳ. 실험데이터의 상관관계 분석 1. 활주거리, 제동거리 및 불완전제동구간의 상관관계 1.1 제동직전 속도별 활주거리 1.2 제동직전 속도별 제동거리 1.3 활주거리와 제동거리의 관계 1.4 제동거리 대비 불완전 제동구간의 비율 1.5 활주거리 대비 불완전 제동구간의 비율 1.6 제동직전 속도별 불완전 제동시간 2. 불완전 제동구간과 활주구간의 감속도 변화 2.1 제동 직후의 감속도 변화 2.2 제동직전 속도별 불완전 제동구간의 감속도 2.3 활주구간의 감속도 변화 Ⅴ. 제동직전 속도분석모형 개발 1. 제동직전 속도 분석모형 1.1 모형1 : 물리 방정식에 의한 제동직전 속도 분석모형 1.2 모형2 : 상관분석에 의한 제동직전 속도분석 모형 1.3 모형1과 모형2의 비교 및 모형 결정 2. 기존 분석모형과의 비교를 통한 검증 2.1 분석모형별 속도산출 결과 2.2 분석모형별 오차율 비교 Ⅵ. 결론 및 향후 연구과제 1. 결론 2. 향후 연구과제 참고문헌 Abstract | - |
| dc.language.iso | kor | - |
| dc.publisher | The Graduate School, Ajou University | - |
| dc.rights | 아주대학교 논문은 저작권에 의해 보호받습니다. | - |
| dc.title | 교통사고 재현을 위한 제동전 속도추정모형 개발에 관한 연구 | - |
| dc.title.alternative | jung woo teak | - |
| dc.type | Thesis | - |
| dc.contributor.affiliation | 도로교통공단 | - |
| dc.contributor.alternativeName | jung woo teak | - |
| dc.contributor.department | 일반대학원 건설교통공학과 | - |
| dc.date.awarded | 2012. 8 | - |
| dc.description.degree | Master | - |
| dc.identifier.localId | 570356 | - |
| dc.identifier.url | http://dcoll.ajou.ac.kr:9080/dcollection/jsp/common/DcLoOrgPer.jsp?sItemId=000000012793 | - |
| dc.subject.keyword | skid mark | - |
| dc.subject.keyword | pre-braking speed | - |
| dc.description.alternativeAbstract | The method to calculate the speed based on length of skid mark is the most traditional one and is widely accepted by the judiciary authorities so far. However, the speed calculated using the length of a skid mark is the one just before skidding because the method to calculate the speed does not consider the rate of deceleration in a transient brake section of a motor vehicle as well as the rate of deceleration in a skidding section. Thus the method tends to be calculated lower speed than the actual one in general. In this study, correlation analysis was performed about the deceleration of transient brake section, relationship of skid-mark distance by speed before braking from skidding section, relationship of brake distance by speed before braking, relationship between skid-mark distance and brake distance, and change in deceleration of skidding section based on brake distance, skid-mark distance, pre-braking speed, and deceleration through brake experiment by actual motor vehicles like a passenger car, etc. As a result of analysis, the deceleration in a transient brake section presents as passenger car is 0.73g and large bus is 0.58g respectively. According to the relationship between skid-mark distance by speed before braking and brake distance by speed before braking in skidding section, if speed before braking rises, skid-mark and brake distance also increase, and if speed gets higher, the deceleration in skidding section gets lower Furthermore, in order to verify the reliability, significance testing about the correlation of experimental data was carried out. Based on the above, this study proposes Model 1 derived from a physical equation by applying the principle of energy conservation and Model 2 derived through a nonlinear regression analysis, and chooses the final model between Model 1 and 2 the mean of error ratio is lower. Moreover, this study analyzed the difference in speed between the calculated speed from models and real speed, and conducted a verification through comparison with other existing models. This study has a significance in that the researcher has presented a proper model for analysis of speed just before braking and the direction of speed analysis by pointing out the problems in calculation of speed just before skidding which has been applied as a standard for judicial disposition so far at the time of traffic accident. If the result of this study are rendered a public opinion in the future, it is judged as being a help to government's policy to protect the occurrence of unfair victims by caculating more accurate speed, and to reduce the traffic accident by strengthening the punishment for drivers as the scope of overspeed extends at the time of traffic accident disposition. | - |
- Appears in Collections:
- Graduate School of Ajou University > Department of Construction and Transportation Engineering > 3. Theses(Master)
- Files in This Item:
- There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.
-
- License
- STATISTICS
- Total Visit :3,542,235
- Total Download :1,795
- Today View :4,600
