• 한국철도학회논문집
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• 제14권1호
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• pp.1-5
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• 2011

지하철 객실은 고농도의 이산화탄소로 오염되기 쉬운데, 이로 인하여 지하철 승객의 졸림, 두통, 무력감 등을 야기하기 쉽다. 이 때문에 환경부에서는 2007년에서는 열차와 지하철 객실의 이산화탄소 농도에 대한 가이드라인을 정한 바 있다. 본 연구에서는 지하철 객차용 이산화탄소 저감 시스템을 개발하고 실험용 객차를 이용하여 성능시험을 수행하였다. 다양한 종류의 개질 제올라이트를 이산화탄소 흡착제로 사용하여 지하철 객실 내부의 이산화탄소 농도를 저감할 수 있었다.

• 대한토목학회논문집
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• 제7권2호
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• pp.1-8
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• 1987

최근 지하철 운행의 중대에 따른 지하철 각 부의 진동이 주변지반 및 인접 구조물에 큰 영향을 주고 있다. 본 연구에서는 지하철의 주행으로 인해 발생된 인첩 구조물의 진동을 저감하기 위한 새로운 해석방법을 제안하였다. 즉, X, Y, Z 3 축 방향 성분별로 측정된 각 방향별 기여관계와 각 방향별 진동신호를 하나의 구면파 신호로 합친 진동의 기여관계를 비교 분석하여 효과적인 진동 저감대책의 자료를 제시하였다. 이러한 연구의 결과로 지하철 각 부의 진동이 인근 지역 구조물에 미치는 기여순위는 전동차의 진동(특히, 1~2 Hz), 지하철 박스의 진동, 지반의 진동 순으로 됨을 알 수 있었다.

• International Journal of Railway
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• 제9권1호
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• pp.21-26
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• 2016

When excavation under existing structure is planned for a new construction project, the underpinning method is one of the most applicable construction methods. This study introduces a new modified underpinning method which is applied to construct a new subway line in Seoul Metropolitan. The new subway line was designed to pass underneath the existing subway line. Existing subway line carries about 2 million passengers daily, which is 33% of total passengers using subway in Seoul, and is the only circulation line in Seoul. Subway trains are passing 540 times through this section in a day. By applying a new underpinning method, the subway box structure of line is exposed 54m in the air supported by bearing piles. The proposed method was carefully monitored using heavy instrumentation system during construction. This study proposed and verified the application of the modified underpinning method, which can reduce construction period by 1.5 times and the construction cost by 1.2 times comparing with conventional method. The importance of considering construction sequence is investigated and verified by analyzed data non-considering construction sequence. The unexpected heaving which can bring up a dangerous situation for train running stability were measured, so this study shows that the upward movement has to be analyzed in designing process. As the use of underground space increases, the proposed method can be a good example of underground development.

• 대한전기학회논문지:전력기술부문A
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• 제51권1호
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• pp.29-36
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• 2002

It is required that the current state of system should be Precisely monitored for efficient and safe operation of the subway power system and it is an important Problem to secure the high quality data for state estimation. The current state of subway power system is estimated by using data transmitted to control center from every measuring instrument. The high accuracy and trust can be maintained if the measured data have a high quality. But it is difficult to estimate the accurate state of system because of the noises in transmitted data and the inaccuracy of measuring instruments. So the object is to reduce the difference between the real values and the measured values in order to improve considerably the inaccuracy due to Instrumental errors and transmission noises using the state estimation method. In this paper, we proposes a new state estimation to estimate the accurate state of the subway power system from the measured values of a Sang-In station in Daegu subway and consider the possibility of application to the real subway power system. on the basis of that. The simulation results show to make sure of the possibility to apply to the real system usefully.

• Structural Engineering and Mechanics
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• 제71권2호
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• pp.131-138
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• 2019

It is necessary to predict subway induced vibration if a new subway is to be built. To obtain the vibration response reliably, a three-dimensional (3D) FEM model, consisting of the tunnel, the soil, the subway load and the building above, is established in MIDAS GTS NX. For this study, it is a six-story frame structure built above line 3 of Guangzhou metro. The entire modeling process is described in detail, including the simplification of the carriage load and the determination of model parameters. Vibration measurements have been performed on the site of the building and the model is verified with the collected data. The predicted and measured vibration response are used together to assess vibration level due to the subway traffic in the building. The No.1 building can meet work and residence comfort requirement. This study demonstrates the applicability of the numerical train-tunnel-soil-structure model for the serviceability assessment of subway induced vibration and aims to provide practical references for engineering applications.

• Spatial Information Research
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• 제19권4호
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• pp.11-20
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• 2011

저탄소 녹색성장 패러다임에 맞춰 지하철은 대중교통 활성화를 위한 도시 교통의 핵심 운송 수단이다. 지하철은 대량 수송 교통체증완화 교통사고 감소 등의 역할 뿐 아니라 노선 확장에 따라 도시 공간과 네트워크상의 승객 수요의 변화를 촉진시킨다. 현재 수요예측을 주축으로 노선계획이 이루어지고 있어, 지하철 노선 변화에 따른 교통 접근성과 승객 수요 변화를 위한 실증적인 연구가 미비하다. 이에 본 연구의 목적은 공간구문론을 이용한 사전사후 분석을 통해 지하철 개통에 따른 대중교통 영향성을 네트워크의 연결성, 승객 이동성 측면에서 정량적으로 예측 할 수 있는 대안적 평가 방법론을 제시하는 것이다. 우선 2009년 개통된 서울시 지하철 9호 선을 중심으로 도시 철도 네트워크를 구축하고, 공간 구문 모델을 통해 9호선이 개통됨에 따른 네트워크의 위상적 변화 패턴을 분석하였다. 또한, 모델 측정 결과를 검증하기위해, 서울시 교통 카드시스템의 역간 지하철 승차 인원수와 버스 노선별 승차 인원수 자료를 이용하여, 경쟁 노선을 대상으로 버스 이용객의 수단 전환과 주요 환승역에서 승객 수요 변화를 분석하였다. 결론적으로 본 연구 방법론을 통해 지하철 노선 계획에 있어 승객수요변화를 가시화하고 노선 추가에 따른 전후 시공간적 변화 분석이 가능하였으며 향후 주변 대중교통의 영향성과 실제 대중교통 이용자의 이동패턴에 대한 효과적인 공간적 변화 분석에 활용될 것으로 기대한다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.100-106
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• 2011

PSD(platform screen door) was completely installed at all of Seoul subway station(line 1~8) using 640million people per day by 2010. After installation of PSD, the influence of train induced wind at platform decreased, but is estimated to increase in subway tunnel. In this paper, train induced wind occurred by pass of subway at platform was measured and analyzed using numerical analysis by computational fluid dynamics.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.123-128
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• 2002

In this paper, an averaged constitutive model of concrete and reinforcing bars for RC structure and path-dependent Ohsaki's model for soil are applied, and an elasto-plastic interface model having thickness is preposed for seismic analysis of underground RC subway station structure. A finite element analysis technique is developed by applying aforementioned constitutive equations and verified through seismic analysis of underground RC subway station. Then, failure mechanisms of the RC subway station structure under seismic action are numerically derived. Then, failure modes and damage levels of the station are also analytically evaluated for the cases of several designs of the underground RC station.

• International Journal of Safety
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• 제8권1호
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• pp.10-13
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• 2009

In this study, a framework for web-based information system in VDN environment for safety and health monitoring in subway stations is suggested. Since physical variables that describing safety and health need to be closely monitored in multiple locations in subway stations, concept of distributed monitoring network using wireless media needs to be implemented. Connecting remote wireless sensor network and device (LonWorks) networks to the IP network based on the concept of VDN can provide a powerful, integrated and distributed monitoring performance, making a web-based information system possible.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.303-308
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• 2000

By means of analyzing of monitoring technology and monitoring regulation based on maintenance monitoring system installed in subway tunnel section, it needs monitoring system, development of operating program, monitoring analyzing system and development of analysis method, establishment of maintenance monitoring standard specification, and performance of responsible monitoring supervision for applying to subway monitoring maintenance effectively in future. It requires specialized monitoring and legislation of monitoring subcontract, improvement of monitoring work contract method, establishment the standard payment of monitoring, and effective calibration and correction of monitoring system in the plan of improving monitoring regulation.