• Title/Summary/Keyword: 경량전철(경전철)

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A Study on the Improving the Services for Users of LRT (Light Rail Transit) by Structural Equation Model - Focus on Busan Gimhae Light Rail Transit and Busan Subway Line 4(Bansong Route) - (구조방정식을 활용한 이용자 중심의 경전철 서비스 개선에 관한 연구 - 부산~김해경전철과 부산도시철도 4호선(반송선)을 중심으로 -)

  • Jang, Seok Yong;Jung, Hun Young;Baik, Sang Keun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.33 no.1
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    • pp.261-272
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    • 2013
  • LRT(Light Rail Transit), which has many merits compared with Heavy Rail Transit, is an effective public transport. Therefore, many local governments are pushing ahead with LRT. Busan had already adopted LRT(AGT)s like Busan Subway Line 4(Bansong Route) and Busan Gimhae Light Rail Transit(BGLRT) domestically for the first time. This study analyzes user satisfaction about the services of adopted LRTs and set right priorities of remeding their shortcomings from the user's perspective. In this paper, we surveyed safety consciousness and services satisfaction of LRT(BGLRT) users, and made two User Satisfaction Models of each LRT(BGLRT and Bansong Route) using Structural Equation Model. With established User Satisfaction Models(BGLRT Model and Bansong Route Model), we compared BGLRT and Bansong Route. Finally we found the measures and priorities for the improvements of LRT's services in the aspect of LRT users.

On Slimming down the Functions Room of Light Rail Transit Stations by Utilizing an Enhanced DSM Method (개선된 DSM 기법을 통한 경전철 정거장 기능실의 슬림화에 관한 연구)

  • Kim, Joo-Uk;Park, Kee-Jun;Kim, Young-Min;Lee, Jae-Chon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.2
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    • pp.927-939
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    • 2015
  • It appears that the rapid advance in technology has allowed to broaden the variety of rail systems technology, thereby fostering new business opportunity in rail industry. The direction of rail systems operations is mainly two fold. In one direction, long distance operations between mega cities are pursued with help of high speed trains under development. In the other case, relatively short distance operations for covering intra-city or suburban area are becoming popular. A good example of the latter case is light rail transit (LRT) systems. Due to the short distance operation, it is thus expected that both the development and operation cost for LRT systems be reduced to some extent. The cost reduction desired in there can be gained by scaling down the sizes of both the trains and stations as compared to those of normal rail systems. However, it is not well known how the LRT stations can be scaled down. The objective of this paper is to study on how to slim down the stations (particularly, the functions room) of LRT systems. To achieve the objective, an approach is studied based on a modified method of design structure matrix (DSM). Specifically, using the enhanced DSM method, an integrated architecture is developed for the functions room, in which equipments are housed to perform the functions of electricity, signaling, and communication for LRT stations. The use of the result indicates that the desired reduction can be obtained with the approach taken in the paper.

A Field-test Study of the Design Standards of Elevated Structures for Rubber-wheeled Light Rail Transit: Braking Force (고무차륜형 경전철 고가구조물 설계기준에 관한 현장 계측 시험 연구(1): 제동하중)

  • Shin, Jeong-Ryol;Lee, An-Ho;Park, Jae-Im;Shin, In-Jo
    • Journal of the Korean Society for Railway
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    • v.17 no.2
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    • pp.133-139
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    • 2014
  • Due to the absence of design guidelines for elevated light-rail structures in Korea, most elevated light-rail structures have been designed and constructed based on the design codes of conventional railway bridges and on the codes recommended by foreign vehicle manufacturers. This is the main reason why most elevated light-rail structures are massive or over-designed or poorly constructed economically. In this paper, the authors carried out field tests to analyze the braking forces caused by braking a train running at speeds of 50km/h, 60km/h, and 70km/h, acting on the elevated structures of rubber-wheeled Light Rail Transit (LRT) trains. The authors also briefly describe the analyzed results of the braking force acting on the substructures of elevated light-rail structures. The test-results presented here in this paper can be referenced when establishing design guidelines or standards for elevated structures of LRT systems.

Development of Dynamic Simulator for Light Rail Transit Depot (경량전철 차량기지 동적 시뮬레이터 개발)

  • Yang, Won-Mo
    • Journal of the Korea Society for Simulation
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    • v.20 no.1
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    • pp.9-18
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    • 2011
  • Recently, in the era of low carbon and green growth, the importance of railway transportation is being emphasized However, there is a lack of research on simulation for railway depot. This paper presents the development of the dynamic simulator for LRT(Light Rail Transit) depot. This study presents explanations of requirement analysis, architecture, database design, simulation algorithm, and design and development of the simulation tool. The dynamic LRT depot simulation tool consists of four modules; a Network Editor to create and modify information regarding railroad, train, signal, turnout, job and station, a Simulator to calculate train movement algorithm, a Reporter to show simulation results in table and graphs, and an Animator to animate simulation results dynamically. It is hoped that this study on general details of structure, design and development of LRT depot dynamic simulator will perform as a good reference to future development of new simulation tools.

Steel Box Girder Bridge Models of Light Rail Transit with HR Plate (HR Plate의 경량전철 강박스거더교 적용모델)

  • Lee, Seong-Haeng;Yim, Chae-Sun;Hwang, Nak-Yuen;Jung, Kyoung-Sup
    • Journal of the Korean Society for Railway
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    • v.10 no.5
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    • pp.554-562
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    • 2007
  • To increase the demand of HR Plate with thickness up to 22mm, it is necessary that HR Plate is applicable to full member in steel bridge including main girder. In this study, availabilities of the narrow steel box girder of light railway transit with HR Plate width as a main member are discussed. Computational analysis is performed in 15 bridge models of light railway transit with beam element and plate element. As an analysis results, three models in tight railway transit are presented. In conclusion, it is validated that HR Plate can be applying to narrow steel box girder in the light railway transit.

A Study on the Application Status and Appropriateness of Light Railway Systems - In the Seoul Metropolitan Area - (경량전철의 도시별 적용실태조사와 적정성에 관한 연구 - 수도권을 중심으로 -)

  • Kim, Jongki;Ha, Seungwoo;Seo, Jongwon
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.30 no.4D
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    • pp.403-411
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    • 2010
  • Nowadays, Light railway system is attracted public attention as solution for metropolitan traffic congestion. But it is difficult to decide an appropriate light railway system. It is especially hard in the Seoul metropolitan to decide an appropriate system, because there are many factors that must considered. So we research application status of light railway system that is scheduled or promoted in the Korea and the foreign nations. And we selected systems by types of city. In this paper, we divided into 6 types of city through factor analysis and cluster. And we considered various factor such as technology, transportation, environment etc that used previous research and feasibility study. To determine the priority among the factors, AHP(Analytic Hierarchy Process) was applied as a method for multi-standard decision method.

The Structural and Frequency Response Analysis for the Bogie of the Rubber Wheel-type AGT (고무차륜형식 경전철(AGT) 대차의 구조해석 및 주파수 응답해석)

  • 변상윤;유형선;윤성호
    • Proceedings of the KSR Conference
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    • 1999.11a
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    • pp.558-565
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    • 1999
  • Rubber wheel-type AGT has two major kinds of bogie; one is the bogie type and the other and passenger loads. This paper deals with the statics analysis for two types of bogie frame subjected to combined external forces, as well as independent ones specified in UIC 515-4. Furthermore, the dynamics analysis is performed under vibrational loading conditions so as to compare dynamic characteristics, Numerical results by using commercial packages, Ⅰ-DEAS and NASTRAN show that maximum stresses do not exceed the yielding level of material used for both bogies. From an overall viewpoint of strength, the bogie type turns out to be superior to the steering type except the case of a lateral loading. It is also observed that the steering type shows a be stiffened. It is strongly anticipated that vibrational fatigue analysis should be carried out under realistic loading conditions closely matching to situations such as running surface and lateral clearances along the guideway.

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