• Title/Summary/Keyword: 보행자 이동

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A Study on the Construction of Geospatial DB for the Connectivity Transfer Pedestrian Concierge Service (교통연계환승 보행자 컨시어지를 위한 공간 DB 구축 방안 - 광명역 환승센터를 중심으로 -)

  • Kang, Kyung Hoon;Lee, Seung Taek;Oh, Seung;Kim, Hwang Bae
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.5D
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    • pp.609-615
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    • 2008
  • A Pedestrian Space in the transit transfer center is compositively made of a variety of activities for pedestrians. The pedestrians avoid access to the transit transfer center and the revitalization of the transit transfer center is obstructed as the travel cost of the pedestrians increases. This study provides the pedestrians using the transit transfer center with the significant real-time routing service and helps the movement of pedestrians to minimize the economical loss considering the travel cost and congestion of the pedestrians in the transit transfer center. In this paper, we propose a solution to construct a spatial map for the pedestrians in the transit transfer center to receive the significant real-time routing service based on Ubiquitous technique which is big issue around the world.

A Study on Pedestrian Accessibility Considering Social Path (Social path를 반영한 보행 접근성 평가에 관한 연구)

  • Choi, Sung Taek;Lee, Hyang Sook;Choo, Sang Ho;Kim, Su Jae
    • Journal of Korean Society of Transportation
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    • v.33 no.1
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    • pp.50-60
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    • 2015
  • Pedestrians not only walk along roads, but also pass through buildings or across open spaces. This study defines these unusual walk routes as social path. Social path is an informal pedestrian route that is not considered in a pedestrian network, even though it should be regarded as pedestrian route considering the fact that many people actually use this path. In response, current study related to travel behavior cannot evaluate properly due to lack of consideration for realistic travel behavior such as social path. In order to deal with this situation, this study analyzes the effect of social path at two complex centers in Seoul. Evaluation indices are service area analysis and urban network analysis which is one of the spatial network analysis. In particular, we subdivide the network into three steps by the level of network building and analyze each step. As a result, it is revealed that step three which includes social path shows the greatest improvement in pedestrian accessibility. In this regard, we confirm that social path should be considered when evaluating pedestrian accessibility in further studies. Furthermore, a lot of undervalued facilities will be re-appraised in the field of travel behavior.

A Study on the Operational Method of Urban Arterial With U-Turn (U-Turn을 이용한 간선도로 운영방안)

  • 박용진;손한철
    • Journal of Korean Society of Transportation
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    • v.18 no.1
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    • pp.17-26
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    • 2000
  • U-turns are allowed widely at the intersections by local police department while the left-turn Phases have been gradually Prohibited. However, any strategies for U-turn movements at signalized intersections are unavailable. Therefore, the Purpose of this study is to Propose the efficient operational method of Urban arterial adopting U-turn strategies. Four alternatives are evaluated they are, 1) U-turn movements are allowed at the adjacent intersection with exclusive U-turn lane while the major or the minor approach is Prohibited, 2) U-turn movements are allowed at the adjacent mid-block Pedestrian crossing with exclusive U-turn lane while the major approach is Prohibited. 3) U-turn movements are allowed at the adjacent mid-block Pedestrian crossing with exclusive U-turn lane while the minor approach is prohibited and 4) Comparative one between alternative 3 and 4. From the results of this study, it concludes that the method of U-turn movements allowed at the adjacent mid-block pedestrian crossing with exclusive U-turn lane is the most effective strategy among those alternatives. The strategies of alternative 1 and 4 are Proposed by the boundary based on the major through and left-turn volumes and the minor left-turn volume.

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Artificial Intelligence Based LOS Determination for the Cyclists-Pedestrians Mixed Road Using Mobile Mapping System (인공지능 기반 MMS를 활용한 자전거보행자겸용도로 서비스 수준 산정)

  • Tae-Young Lee;Myung-Sik Do
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.22 no.3
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    • pp.62-72
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    • 2023
  • Recently, the importance of monitoring and management measures for bicycle road related facilities has been increasing. However, research on the monitoring and evaluation of users' safety and convenience in walking spaces including bicycle path is insufficient. In this study, we would like to construct health monitoring data for cylists-pedestrians mixed road using a mobile mapping system, and propose a plan to calculate the level of service of the mixed roads from the perspective of pedestrians and cyclists using artificial intelligence based object detection techniques. The monitoring and level of service calculation method of cylists-pedestrians mixed roads proposed in this study is expected to be used as basic information for planning and management such as maintenance and reconstruction of walking spaces in preparation for the increase of electric bicycles and personal mobility in the future.

Finite Element Analysis of Continuous Beam Vibration under Pedestrian Loading Considering Moving Mass Effect (이동 질량 효과를 고려한 연속 보의 보행하중 진동 유한요소 해석)

  • Park, Wonsuk
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.35 no.5
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    • pp.309-316
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    • 2022
  • This study proposes a finite element analysis method that can analyze the vibration of a beam by considering the inertia effect of moving masses in a vertical direction. The proposed method is effective when a precise interaction analysis is not required. The inertial effects of the moving masses are included in the equation of motion, and the interaction forces between the masses and the beam are considered only as external loads. Time domain analyses were performed using Abaqus, a general-purpose finite element analysis software, and an implementation method using multi-point constraints wais presented to link the displacements of the beam element nodes and moving rigid masses. The proposed method was verified by comparing its solution with that obtained using an existing analytical method, and the analysis results for continuous beam vibrations under dynamic gait loadings were used to examine the mass effect of pedestrians.

건축물에서 피난 경로 설계

  • 한양대학교건축설비.환경공학연구실
    • Fire Science and Engineering
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    • v.2 no.3
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    • pp.84-95
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    • 1988
  • 이 논문에서는 Predtecheuskii와 Milinski에 의해 개발된 보행자 이동을 대비한 설계방법에 대하여 검토하고, 고층사무소 건물에서의 실제 피난훈련에 대하여 기술에서의 실제 피난훈련에 대하여 기술하면서 고충건물에서의 계단을 중심으로 한 출구의 모델을 제공한다. 또한 이 논문은 예측되는 피난 수단과 그것에 대한 규제의 필요성을 간략하게 비교하였다.

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Performance Analysis of CDMA/QPSK System for Image Transmission in Multipath Environment (다중 경로환경에서 영상 전송을 위한 CDMA/QPSK 시스템 성능분석)

  • 조송백;김지웅;강희조
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2003.05a
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    • pp.582-585
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    • 2003
  • 본 논문에서는 CDMA/QPSK 시스템을 이용하여 압축된 영상 정보 데이터를 다중 경로 환경에서 전송했을 때 전송 에러가 정보에 미치는 영향을 분석하였다. 무선 채널 환경으로써 ITU-R M.1225에서 제시한 시스템 모델링 파라미터를 이용하여 실내 사무실 환경, 보행자 이동 환경, 차량 이동 환경에 따라 압축된 영상 정보가 전송되었을 때 복원된 영상을 분석하였다.

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A Study on the Data Transmission and Additional Service of CT-2 System (CT-2의 데이터 전송 및 부가서비스 연구)

  • 이양원;강민구;석문칠
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 1998.05a
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    • pp.163-168
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    • 1998
  • CT-2는 기존의 셀룰라폰이 셀단위의 영역에서 이동통신을 행하는 것과 동일한 개념의 보행자 중심의 소형경량의 개인 휴대용 이동통신장치이다. 본 연구에서는 이러한 CT-2 시스템의 부가서비스 연구를 위해 이와 직접적으로 연관이 있는 무선호출의 발전 방향을 고찰하고 이에 따른 CT-2 부가서비스를 위한 진화 방향에 대해서 연구한 결과를 기술한다.

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Architecture of Collision Avoidance System between Bicycle and Moving Object by Using V2V(X) Network (V2V(X) 네트워크를 이용한 자전거와 이동 객체간 충돌 회피 시스템 구조)

  • Gu, Bon-gen
    • Journal of Platform Technology
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    • v.6 no.3
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    • pp.10-16
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    • 2018
  • Bicycle shares road with various traffic elements like car, pedestrian and, the number of bicycle user is increasing in recent. Therefore, bicycle accident continuously increases. Especially in complex traffic environment, bicycle accident which collides with moving object such as pedestrian occupies many parts of bicycle accident in the reason that the cyclist does not recognize moving object. In this paper, to reduce or avoid the bicycle accident, we propose the architecture of bicycle collision avoidance system in which that cyclist can get the information about moving object by connecting bicycle to network of vehicles and does some action for avoiding collision. In our architecture, when traffic element such as car recognizes moving object, it decides the moving direction of object, and transfers information about moving direction via vehicles network. Bicycle collision avoidance system from our proposed architecture receives this information, and alerts to cyclist when the moving object influences the safety of bicycle.

A Signal Optimization Model Integrating Traffic Movements and Pedestrian Crossings (차량과 보행자 동시신호최적화모형 개발 연구)

  • Shin, Eon-Kyo;Kim, Ju-Hyun
    • Journal of Korean Society of Transportation
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    • v.22 no.7 s.78
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    • pp.131-137
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    • 2004
  • Conventional traffic signal optimization models assume that green intervals for pedestrian crossings are given as exogenous inputs such as minimum green intervals for straight-ahead movements. As the result, in reality, the green intervals of traffic movements may not distribute adequately by the volume/saturation-flow of them. In this paper, we proposed signal optimization models formulated in BMILP to integrate pedestrian crossings into traffic movements under under-saturated traffic flow. The model simultaneously optimizes traffic and pedestrian movements to minimize weighted queues of primary queues during red interval and secondary queues during queue clearance time. A set of linear objective function and constraints set up to ensure the conditions with respect to pedestrian and traffic maneuvers. Numerical examples are given by pedestrian green intervals and the number of pedestrian crossings located at an arm. Optimization results illustrated that pedestrian green intervals using proposed models are greater than those using TRANSYT-7F, but opposite in the ratios of pedestrian green intervals to the cycle lengths. The simulation results show that proposed models are superior to TRANSYT-7F in reducing delay, where the longer the pedestrian green interval the greater the effect.