• Title/Summary/Keyword: 국토교통

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A Study of Performance Properties of Quiet Pavement (저소음 포장의 공용성 연구)

  • Kim, Wan Sang;Kim, Young Jin;Lee, Suck-Hong;Kim, Jun Hyung
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.179-179
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    • 2011
  • 이동의 편리함과 주행안정성을 주기 위해 개발된 도로가 소음을 발생시켜 운전자 및 소비자의 쾌적성을 저해하는 요소로 작용하고 있다. 이러한 문제를 해결하기 위해 연도거리확보 또는 방음벽 등의 소음억제 방법을 사용하고 있으나 미관을 저해하고 용지사용이 비효율적이어서 외국의 경우 저소음 포장 연구를 통한 근본적은 소음 발생원을 차단하기 위한 노력이 진행되고 있다. 국내에서도 신도시 개발 등으로 도로건설에 따른 급속한 교통량 증가 및 차량의 고속주행으로 인하여 도시소음의 주요인으로 부각되고 있고 시민들의 높은 생활수준과 소음 환경에 대한 기본생활권 추구 성향이 증대되어 지역 주민의 교통소음 저감 대책 및 보상에 대한 법적 소송이 빈번히 발생하고 있어 차량 주행 소음 저감을 위한 방법으로 방음벽 설치가 널리 사용되고 있으나 이는 경제적 손실뿐만 아니라 도시미관을 해치는 문제가 발생하고 있다. 도로사업의 환경성 강화는 국토해양부의 2009년 주요도로정책 중 하나일 정도로 국가정책의 중요한 지침으로써, 향후 추진되는 신도시 및 단지조성공사 시 도로 환경성과 소음, 진동, 그리고 생태통로에 대한 친환경 도로설계 및 시공 등에 적절히 대응하기 위하여 교통소음을 개선하기 위해서는 교통소음 발생 요소를 파악하고 신도시 및 단지조성시 주변도로에 친환경적 포장공법 설계기술의 개발 및 적용을 위한 단계적 연구가 필요하다. 따라서 본 연구에서는 친환경 저소음 포장공법의 종류에 대하여 알아보고자 한다.

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A Study of Architecture for national Intelligent Transportation Systems (Methodology and Model) (국가 지능형 교통체계를 위한 아키텍쳐 연구 (모형 및 방법론))

  • 백인섭;이승환;이시복
    • Journal of Korean Society of Transportation
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    • v.19 no.6
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    • pp.19-31
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    • 2001
  • In this paper, 3 layered architecture model and related design guidelines are proposed, which have been actually applied in our national ITS-Architecture design. The domain architecture as the 1st layer is to structure all ITS related domains for maximizing the co-operability in national level. The logical architecture as the 2nd layer is to structure all ITS related application-systems for minimizing duplications, conflicts and dead-zones in service level and maximizing the co-operability in application-system level. The physical architecture as the 3rd layer is to structure all IT(Information Technology) related physical resources for maximizing.

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A Research on Assessing and Improving EPTA (English Proficiency Test for Aviation) using Qualitative Research Method

  • Choi, Jin-Kook;Olivares, Cynthia Iris Arias
    • Journal of the Korean Society for Aviation and Aeronautics
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    • v.30 no.2
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    • pp.78-85
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    • 2022
  • 항공교통관제사와 조종사 사이의 의사소통은 항공기 운항 안전에 있어서 매우 중요한 요소이다. 국제민간항공기구(ICAO)는 민간항공운송산업의 발전과 안전 도모를 위해 조종사 영어자격능력 시험을 의무사항으로 규정하고 있다. 왜냐하면 조종사의 우수한 의사소통능력은 비상상황 또는 비정상상황을 즉각적으로 대응할 수 있는 매우 필수적인 능력들 중 하나이기 때문이다. 대한민국 국토교통부는 2006년부터 ICAO EPTA 시험을 민간항공운송에서 조종사 의무자격시험으로 법적으로 규정하고 산하기관인 교통안전공단을 통해 시험을 주관하고 있다. 본 연구는 EPTA 시험에 응시하는 응시자의 시험에 대한 신뢰성을 증진시키고 시험제도의 발전방안을 모색하고자 하였다. 이를 위해 본 연구는 첫째, EPTA 시험제도와 관련한 이론적 배경을 고찰하였다. 둘째, EPTA 시험제도의 국내에서 정착 및 발전과정을 살펴보았다. 셋째, EPTA 시험제도의 신뢰성증진 및 발전방안 모색을 위해 총 15명의 항공전문가들을 대상으로 질적 연구를 수행하였다. 본론의 질적연구를 통해 연구자들은 국외 ICAO 공식 인증 EPTA 시험결과와 국내 교통안전공단이 주관하는 EPTA 시험결과를 바탕으로 교차응시에 따른 EPTA 등급을 비교·분석할 수 있었으며 시험응시자들에 대한 인터뷰를 통해 국내 EPTA 시험 발전을 위한 개선방안을 도출하였다.

A Study on Reliability Improvement of Traffic Information by Integrating Security and Traffic AVI Data (방범-교통 AVI의 통합 DB를 활용한 교통정보 신뢰성 개선방안 연구)

  • Park, Han-Young;Kim, Gyeong-Seok;Kang, So-Jeong
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.11 no.5
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    • pp.78-88
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    • 2012
  • AVIs on the road are installed for (1) security (2) and for traffic, and they are various managed by (1) police department, (2) local government, (3) national highway management, (4) Korean highway corporation. But although the collected data of the plate number, the travel time, the picture of the car are same, they are used in purposes of its installation because the managements are different and the data are difficult to be connected with each other. For this reason, this study is to appraise the application for creating traffic information by integrating these data, and to suggest the introduction of spatial detection system which integrated security-traffic AVI DB for the purpose of reliability improvement of center's velocity. The estimating sections of link travel information seems to be expanded, and the error rate between the center's velocity and the experimental value will be reduced if integrated DB of traffic and security AVIs is used for creating traffic information. Also, the crime prevention and arrest rate is expected to rise in the future.

Analysis of the Transit Ridership Pattern using Transportation Card Data : focusing on Ganghwa (교통카드 데이터를 이용한 대중교통 통행패턴 분석 : 강화군을 중심으로)

  • Lee, Minwoo;Han, Jonghak;Lee, Hyangsook
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.17 no.2
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    • pp.58-72
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    • 2018
  • Ganghwa has met a new development period in land use and infrastructure based on the 4th National Development Planning, however the public transportation system is not systematically operated yet. This paper analyzes the bus trip pattern in Ganghwa using transportation card data during a week. The result indicates that average 7,100 people use buses a day and the most frequent use occurred in Friday. Clear peak-hours between 7 and 8 A.M. and between 4 and 5 P.M. were appeared due to commuting and school trips. According the result of regression analysis, population and the number of hospitals and schools area showed positive relationships with but trips reflecting regional characteristics. The research contributes to providing basic data for constructing an efficient public transportation system in the future.

Traffic Volume Criteria for Roundabouts Based on Left-Turn Ratio (좌회전 비율에 따른 회전교차로 전환기준 교통량 산정)

  • Cho, Hanseon;Kim, Young-chun;Ahn, Woo-young
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.15 no.4
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    • pp.54-67
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    • 2016
  • All roundabouts are designed based on "Roundabout Design Guideline, Ministry of Land and Transportation, 2014" in Korea. The guideline also provides the traffic volume criteria to convert from signalized intersections to roundabouts. While the criteria are based on capacity of roundabouts, left-turn ratio and the number of lane on approaches are not considered to calculate the capacity of roundabouts. Therefore it is difficult to apply the traffic volume criteria in the real world. In this study, we studied the impact of left-turn ratio and the number of lane on approaches into capacity of roundabouts using micro-simulation. It was found that the capacity of roundabouts is changed according to left-turn ratio and the number of lane on approaches.

The Research on Transportation Systems Development in Sejong City (세종특별자치시의 발전을 위한 교통체계 연구)

  • Ju, Yong-Jun;Ryu, Chang-Su;Park, Hyo-Sun
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.18 no.11
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    • pp.2738-2744
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    • 2014
  • For balanced development of the Sejong City, early settlement in transport infrastructure should precede the most. Of various means of transport, this study focus on BRT(Bus Rapid Transit) and the railway. Than the subway construction costs only a tenth. Equipped with a system of underground transport capacity to significantly increase the new concept of public transport in the BRT, utilizing the existing line railway to be constructed broad Chungcheong. The extension revolves 1 line of Daejeon subway to Jeongbuse kind government complex and the communication facilities is cooked for the rapid increase in the transportation demand according to the before central administration organization and Sejong city inflow of population.

A Study on the Stochastic Demand Forecast for the Capacity Calculation of Urban Planning Facilities (도시계획시설 용량 산정을 위한 확률적 수요 예측에 관한 연구)

  • Jae Young Kang;Jong Jin Kim
    • Land and Housing Review
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    • v.15 no.1
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    • pp.135-146
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    • 2024
  • This study predicts the means sharing ratio of the urban air transportation (UAM) when the VertiHub of the UAM in the southern western part is built at Songjeong Station in Gwanju. Based on Monte Carlo simulation of the utility function and means selection logit model for each means of transportation, our findings indicate an average mode share of 0.95%, with a variability range from 0.07% to 4.7%. Moreover, 95% of the simulation outcomes fall below a 2.02% mode share. Sensitivity analysis, conducted via Tornado Plot, highlights that the mode share is principally influenced by factors such as the unit fare, cost parameter, basic fare, and the time required for takeoff and landing. Notably, a negative correlation exists for unit fare, basic fare, and takeoff and landing time, suggesting the necessity of setting an appropriate level of fair to enhance UAM utilization.

The Estimation of Road Delay Factor using Urban Network Map and Real-Time Traffic Information (도로망도와 실시간 교통정보를 이용한 도로 지연계수 산정)

  • Jeon, Jeongbae;Kim, Solhee;Kwon, Sungmoon
    • Journal of Cadastre & Land InformatiX
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    • v.51 no.1
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    • pp.97-110
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    • 2021
  • This study estimated the delay factor, which is the ratio of travel time at the speed limit and travel time at the actual speed using real-time traffic information in Seoul. The actual travel speed on the road was lower than the maximum speed of the road and the travel speed was the slowest during the rush hour. As a result of accessibility analysis based on travel speed during the rush hour, the travel time at the actual speed was 37.49 minutes on average. However, the travel time at the speed limit was 15.70 minutes on average. This result indicated that the travel time at the actual speed is 2.4 times longer than that at the speed limit. In addition, this study proposedly defined the delay factor as the ratio of accessibility by the speed limit and accessibility to actual travel speed. As a result of delay factor analysis, the delay factor of Seoul was 2.44. The results by the administrative district showed that the delay factor in the north part areas of the Han River is higher than her south part areas. Analysis results after applying the relationship between road density and traffic volume showed that as the traffic volume with road density increased, the delay factor decreased. These results indicated that it could not be said that heavy traffic caused longer travel time. Therefore, follow-up research is needed based on more detailed information such as road system shape, road width, and signal system for finding the exact cause of increased travel time.

An Experimental Study of Demountable Bolted Shear Connectors for the Easy Dismantling and Reconstruction of Concrete Slabs of Steel-Concrete Composite Bridges (강합성 교량의 콘크리트 바닥판 해체 및 재시공이 용이한 분리식 볼트접합 전단연결재에 관한 실험적 연구)

  • Jung, Dae Sung;Park, Se-Hyun;Kim, Tae Hyeong;Kim, Chul Young
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.42 no.6
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    • pp.751-762
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    • 2022
  • Welded head studs are mainly used as shear connectors to bond steel girders and concrete slabs in steel-concrete composite bridges. For welded shear connectors, environmental problems include noise and scattering dust which are generated during the removal of damaged or aged slabs. Therefore, it is necessary to develop demountable shear connectors that can easily replace aged concrete slabs for efficient maintenance and thus for better management of environmental problems and life cycle costs. The buried nut method is commonly studied in relation to bolted shear connectors, but this method is not used in civil structures such as bridges due to low rigidity, low shear resistance, and increased initial slip. In this study, in order to mitigate these problems, a demountable bolted shear connector is proposed in which the buried nut is integrated into the stud column and has a tapered shape at the bottom of an enlarged column shank. To verify the performance of the proposed demountable stud bolts in terms of static shear strength and slip displacement, a horizontal shear test was conducted, with the performance outcomes compared to those of conventional welded studs. It was confirmed that the proposed demountable bolted shear connector is capable of excellent shear performance and that it satisfies the slip displacement and ductility design criteria, meaning that it is feasible as a replacement for existing welding studs.