KOSEN 한인과학기술자네트워크

아래의 자료는 해외 상용 DB인 DIALOG를 통해 검색된 자료입니다. 참고해보시기 바랍니다. 1. 4/9/1 (Item 1 from file: 63) 00766114 DA TITLE: TRAFFIC SAFETY AND TRAFFIC FLOW OF FULLY-ACTUATED SIGNAL CONTROL WITH ALL-RED BASIC STAGE AT ISOLATED INTERSECTIONS Author: Schuster, G Corporate Source: Swedish National Road and Transport Research Institute, S-581 95 Linkoping, Sweden Report Number: VTI konferens 9A part 6 Pag: pp 19-32 Publication Date: 19980000 Publication Year: 1998 Language: English Subfile: HRIS (H) ISSN: 11047267 Availability: Swedish National Road and Transport Research Institute ; S581 95 Linkoping ; Sweden Order Number: N/A Figures: 11 Fig. References: Refs. Abstract: This study aimed to define the pros and cons of a fully-actuated signal control with All-Red basic stage at signalized intersections. The impacts on traffic flow, traffic safety and environment were considered. Signalized pedestrian crossings with All-Red signal control will not be considered. The All-Red signal control is a special application of the control method "traffic generative control". The number of stages, the stage sequence and the green times are influenced quickly and directly by the road users. The requirements for an All-Red signal control are: the number of the maximum necessary states, the minimum and maximum green times as well as the minimum red time, the intergreens or the stage transition of all stage sequences, and the most favorable stage sequence at the calling of all stages. In addition, the following conditions have to be considered: detectors for all road users (motorists, cyclists, pedestrians); a main calling detector in sufficient distance of the stop line depending on the speed limit - the headway criterion for breaking off the green time is to be controlled at the main calling detector; the design of a second calling detector is necessary to detect lost vehicles or lost vehicles by the green time break off; the signal sequence corresponds to the German road traffic law; and limited compatible streams of the previous stage have to be cleared at the set back in the same stage. Conference Title: Traffic Safety on Two Continents Conference Location: Lisbon, Portugal Conference Begin Date: 19970922 Conference End Date: 19970924 Conference Sponsor: Swedish National Road and Transport Research Institute, Transportation Research Board, Forum of European Road Safety Research Institute, and Laboratorio Nacional de Engenharia Civil Descriptors: TRAFFIC SAFETY; TRAFFIC FLOW; FULL TRAFFIC ACTUATED CONTROLLERS; RED INTERVAL (TRAFFIC SIGNAL CYCLE); SIGNALIZED INTERSECTIONS; GREEN INTERVAL (TRAFFIC SIGNAL CYCLE); DETECTORS; TRAFFIC SIGNAL CONTROL SYSTEMS; TRAFFIC SIGNAL PHASES; ALL-RED BASIC STAGE (TRAFFIC SIGNAL CONTROL) Subject Heading: H51 SAFETY; H54 OPERATIONS AND TRAFFIC CONTROL; I85 ROAD SAFETY DEVICES; I73 TRAFFIC CONTROL 2. 4/9/2 (Item 2 from file: 63) 00372258 DA TITLE: DRIVER USE OF ALL-RED SIGNAL INTERVAL (DISCUSSION AND CLOSURE) Author: Ryan, TA; Davis, CF Corporate Source: Transportation Research Board, 2101 Constitution Avenue, NW , Washington, DC, 20418, Report Number: HS-034 933 Journal: Transportation Research Record Issue Number: 881 Pag: pp 9-16 Supplemental Notes: This paper appeared in Transportation Research Record No. 881, Traffic Control Devices and Traffic Signal Systems. Publication Date: 19820000 Publication Year: 1982 Language: English Subfile: HSL HRIS (S 8401 H 8303) Availability: Transportation Research Board Business Office ; 2101 Constitution Avenue, NW ; Washington ; DC ; 20418 Tables: 7 Tab. References: 3 Ref. Abstract: The purpose of this study was to investigate the theory that drivers use the red signal interval more frequently at intersections that have all-red intervals (i.e., all approaches to an intersection have a red indication) than at intersections that do not have all-red intervals. Data were collected at 10 intersections in four New England cities, during both peak and off-peak periods. Some 2764 signal cycles were observed, during which 1115 vehicles entered the intersection after the start of the red interval. The data were subjected to statistical analyses that yielded the following conclusions: (a) more drivers ran the red light at intersections that had all-red intervals than at intersections that had no all-red intervals; (b) the length of the all-red interval appeared to be correlated with driver use of the red interval (there were, however, four other predictor variables, each of which was more closely correlated with driver use of the red interval than was the length of the all-red interval); and (c) apparently drivers did not run the red light longer after the start of the red interval at intersections that had all-red intervals than at intersections that had no all-red intervals. The results of this study must be viewed with caution because the number of observed locations was relatively small, and some factors that influence driver use of the red interval may not have been studied during this project. However, the results indicate that a problem may exist and that more research should be done in this area. (Author) Descriptors: DRIVER BEHAVIOR; RED PORTION (SIGNAL CYCLE); SIGNALIZED INTERSECTIONS Subject Heading: H54,OPERATIONS AND TRAFFIC CONTROL; I73AHEZ,TRAFFIC CONTROL 아래는 교통관련 인터넷 정보원입니다. 1.TRANSPORTATION RESOURCES Princeton University collection of transportation related resources includes, but is not limited to, links to universities and other educational institution, private companies, associations and conference information. 2.THE U.S NATIONAL TRANSPORTATION LIBRARY All the web sites of the U.S Department of Transportation can be searched together by one search engine. 3.THE ELECTRONIC HIGHWAY SAFETY LIBRARY A collection of web documents grouped according to subjects. >저는 한양대학교 교통공학과에 재학중인 대학원 1기생 입니다. >신호시간 설계 시 보행전용 all-red phase에 관한 국내 및 해외논문을 접하고 싶지만, 관련논문을 찾을수 없어 이렇게 글을 올립니다. >대한민국 발전을 위해 노력하는 지식인들의 노력에 대하여 깊은 감사를 표하면서 관련 서적및 논문에대한 정보를 요청합니다.