• Title/Summary/Keyword: Number of railway

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철도사고 대응매뉴얼 과부하에 대한 진단과 개선방안 연구 (Diagnosing Railway Incident Response Manuals and Their Improvement)

  • 임광균;윤경철
    • 한국철도학회논문집
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    • 제19권5호
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    • pp.698-707
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    • 2016
  • 비상대응계획은 사고의 예방보다는 신속한 대응을 통하여 인적 물적 피해를 최소화 하기 위한 목적으로 설계된다. 그러나 매뉴얼 작성 및 운용을 위하여 많은 노력과 비용을 지출함에도 불구하고 이의 효용성에 대한 논란은 계속되고 있다. 매뉴얼의 다양한 종류, 복잡함으로 인한 활용도 저하, 이해의 어려움, 비 현실성, 의사 판단의 제약, 상시 협력 부족 등과 관련된 많은 논란의 시작은 법에서 정하는 다양한 매뉴얼의 종류와 그 구성 내용의 상이함에서 비롯된다. 국내외 철도와 관련된 법률에서 철도운영기관 입장에서 마련하여야 하는 매뉴얼의 종류와 그 내용을 분석한 결과 2개의 법률인 '재난 및 안전관리 기본법'과 '철도안전법'에 따라 서로 다른 형태의 매뉴얼을 각각 마련해야 하는 문제가 있다. 이러한 법에 따라 철도운영기관이 모든 매뉴얼을 각각 작성 운영하는 것보다 한 개의 법(철도안전법) 적용으로만 한정하여 중복된 매뉴얼 생성 및 관리의 책임을 경감시킬 필요가 있다. 내용의 구성에서도 사고유형별, 위기수준별, 위치 별로 구분하여 비상 대응 내용에서의 불필요한 중복을 줄일 필요가 있고, 실제 사고에서 우선적으로 활용되는 내용들을 토대로 시간 순서에 따라 재구성 하는 방안을 제시함으로써 매뉴얼의 활용 성을 높일 수 있을 것이다.

지하철 역사 내 WSN 환경구축을 위한 고정 전파범위 기반의 효율적인 AP설치에 관한 연구 (A Study on Efficient Access Point Installation Based on Fixed Radio Wave Radius for WSN Configuration at Subway Station)

  • 안태기;안치형;이영석;남명우
    • 한국산학기술학회논문지
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    • 제17권7호
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    • pp.740-748
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    • 2016
  • 도시철도는 많은 사람들이 이용하는 대표적인 대중교통 수단으로 이용객의 안전 및 편의를 위한 다양한 장비들이 지속적으로 설치되어 왔다. 최근에는 IT기술의 발전에 힘입어 무선네트워크 기술과 접목된 여러 센서들을 설치한 후 데이터를 수집하여 이용객에게 편의를 높이고 있다. 도시철도 역사 내에 무선 센터 네트워크 환경을 구축하기 위해서는 센서들의 데이터를 수집할 수 있는 AP의 설치 방법이 중요하다. 그러나 현재 AP의 설치방법은 역사 내를 이동하며 전파 세기를 측정한 후 AP를 설치하는 방법을 사용하고 있다. 효율적인 AP설치는 적은 수의 AP설치만으로 넓은 지역에 설치된 센서들의 데이터를 수집할 수 있으며, 추후 추가적인 센서 설치시 유지보수 비용을 줄일 수 있다. 이를 위해 본 연구에서는 센서들의 설치 위치와 AP의 전파 범위를 기반으로 최적의 AP설치 위치와 개수를 추정할 수 있는 방법을 제안하였다. 그리고 제안된 방법을 이용하여 시뮬레이터를 개발한 후 부산 서면역 도면에 적용하여 WSN을 구축하는 모의실험을 수행하였다. 개발된 시뮬레이터는 향후 도시철도 환경에 WSN을 구축하는데 유용한 자료로 활용될 수 있을 것으로 기대된다.

지하철 진동에 의한 구조물의 거동특성 (CHARACTERISTICS OF STRUCTURAL RESPONSE INDUCED BY SUBWAY OPERATION)

  • 김희철;이동근;정건영
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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    • pp.120-127
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    • 1994
  • Noise and vibration induced by subway operation are one of the major factor which annoy residents living near railway tracks. While lateral vibration is a major factor in analyzing seismic effect of the structure, vertical vibration became a major concern in considering the subway induced vibration because relatively smaller energy affects only nearby areas than that of earthquake. A characteristics of structural response induced by subway operation has been studied with different total height of the building and different number of spans. Also the frame with different span length has been studied. As the numbers of degrees freedom increase the higher mode effect on vertical vibration increases. Accordingly, the total affecting vertical modes are distributive as the numbers of degrees of freedom increase. Though the total degree of freedom increases, only some of the dominant modes actively affects to the vertical response of the structure. A frame with the number of equal spans could be analyzed by replacing the whole frame as one when we want to predict the response of the vertical vibration. Also it has been found that the seperate frame analysis will give little different result when adjacent span is relatively longer than others.

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전동차 제동장치의 고장데이터와 비용함수를 고려한 유지보수 정책에 관한 연구 (A Study on the Maintenance Policy Considering the Failure Data of the EMU Braking System and the Cost Function)

  • 한재현;김종운;구정서
    • 한국안전학회지
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    • 제30권3호
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    • pp.13-19
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    • 2015
  • Railway vehicle equipment goes back again to the state just before when failure by the repair. In repairable system, we are interested in the failure interval. As such, a statistical model of the point process, NHPP power law is often used for the reliability analysis of a repairable system. In order to derive a quantitative reliability value of repairable system, we analyze the failure data of the air brake system of the train line 7. The quantitative value is the failure intensity function that was modified, converted into a cost-rate function. Finally we studied the optimal number and optimal interval in which the costs to a minimum consumption point as cost-rate function. The minimum cost point was 194,613 (won/day) during the total life cycle of the braking system, then the optimal interval were 2,251days and the number of optimal preventive maintenance were 7 times. Additionally, we were compared to the cost of a currently fixed interval(4Y) and the optimum interval then the optimal interval is 3,853(won/day) consuming smaller. In addition, judging from the total life, "fixed interval" is smaller than 1,157 days as "optimal interval".

The characteristics of subgrade mud pumping under various water level conditions

  • Ding, Yu;Jia, Yu;Wang, Xuan;Zhang, Jiasheng;Luo, Hao;Zhang, Yu;Chen, Xiaobin
    • Geomechanics and Engineering
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    • 제30권2호
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    • pp.201-210
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    • 2022
  • This paper presents a study regarding the influence of various water levels on the characteristics of subgrade mud pumping through a self-developed test instrument. The characteristics of mud pumping are primarily reflected by axial strain, excess pore water pressure, and fine particle migration. The results show that the axial strain increases nonlinearly with an increase in cycles number; however, the increasing rate gradually decreases, thus, an empirical model for calculating the axial strain of the samples is presented. The excess pore water pressure increases rapidly first and then decreases slowly with an increase in cycles number. Furthermore, the dynamic stress within the soil first rapidly decreases and then eventually slows. The results indicate that the axial strain, excess pore water pressure, and the height and weight of the migrated fine particles decrease significantly with a low water level. In this study, when the water level is 50 mm lower than the subgrade soil surface, the issue of subgrade mud pumping no longer exist.

승객 수에 따른 전동차 객실공간의 온도변화 특성 연구 (A Study on the Temperature Variation Characteristics of Electric Car Depending on Passenger Number)

  • 함대주;박덕신;남성원;맹희영
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.393-399
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    • 2008
  • A Study has been conducted on the characteristics of temperature variation depending on passenger number that is measured in Bundang Line(From Sunleng To Bojong). As a basic study, the air quality of passenger room for the electric rail car is evaluated. Although ISO7730 recommends that the height of measuring points for the heat environment is to set at 0.1m, 0.6m, 1.1m and 1.7m respectively, temperature are measured at two points at 1.1m and 1.7m because of the difficulty to measure temperature of 0.1m height in rush hour. We compared the results of temperature variations between two stations in rush hour(07:56-08:41). In general, the capacity of a passenger car is designed for 160 persons, but over 280 persons often board on electric rail in rush hour. The temperature of room is adjusted from $22^{\circ}C$ to $24^{\circ}C$, but it is measured from $26^{\circ}C$ to $28^{\circ}C$ on average. Therefore, it shows that there are difference between the set temperature and measured one. This article suggests the ways of the time adjusting and air-conditioning to satisfy customer's demand and the guide line to design the optimum capacity of air-conditioner of the new electric rail car which will be introduced in the near future.

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철도선로용량 계산을 위한 강인성 분석모형에 관한 연구 (A Study on Robustness Analysis Model for Calculating Line Capacity in Railroad System)

  • 이창호;김봉선;김학식;이병권;김동희;홍순흠
    • 산업공학
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    • 제16권spc호
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    • pp.111-115
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    • 2003
  • Railroad system is consisted of resources of rail track, signal system, and vehicles. Railway operation must use these limited resources and maximize resource utilization. Line capacity(number of trains throughput/day) is determined by such as parameters, line utilization rate($\alpha$), dummy rate for the break-through hour($\beta$), and dummy rate for the number of rail track intervals($\delta$). Line capacity simulation(LCS) determined the line capacity through simulation given $\alpha$, $\beta$, and $\delta$. This paper deals with the development of parameter evaluation simulation(PES). PES presents the decision maker with the relationship of line capacity and measurement of robustness for various scenarios in different parameters and then the decision maker can determine the appropriate parameters.

분기기 통합 관리 시스템 구축에 관한 연구 (A Study on the Installation of Combined Turnout Management System)

  • 공현진;김두겸;고영환;송중호;이종우
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.1077-1083
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    • 2011
  • Turnout is one of railroad track components. The turnout is used to change train routes to near other sections when keeping the train speed. There are many accidents in the section including the turnout. The number of accidents and errors is 363 for ten years in the section including the turnout and annual average is 36.3. To ensure safety of the turnout, it is necessary to install monitoring systems. By using the monitoring systems, it is able to accumulate related information, develop maintenance and take a step for accidents in advance. Hence, The number of accidents and errors is decreased in the section including the turnout. So, when new turnout is installed, it is needed to use monitoring systems. Therefore, combined turnout management system is needed in Korea. It is possible to perform efficient maintenance because real-time monitoring system by using sensors and data-base management system. In this paper, accidents in the section including domestic turnout are analyzed and foreign combined turnout management system is presented. Hence, articles for installing the combined turnout management system in Korea are proposed.

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회전하는 환상 디스크의 면내 고유진동 해석 (In-Plane Natural Vibration Analysis of a Rotating Annular Disk)

  • 김창부;송승관
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.1379-1388
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    • 2008
  • In this paper, we present the equations of motion by which the natural vibration of a rotating annular disk can be accurately analyzed. These equations are derived from the theory of finite deformation and the principle of virtual work. The radial displacements of annular disk which is rotating at constant angular velocity are determined by non-linear equations formulated using 1-dimensional finite elements in radial direction. The equations of the in-plane vibrations at disturbed state are also formulated using 1-dimensional finite elements in radial direction along the number of nodal diameters. They are expressed as in functions of the radial displacements at the steady state and the disturbed displacements about the steady state. In-plane static deformation modes of the annular disk are used as the interpolation functions of 1-dimensional finite elements in radial direction. The natural vibrations of an annular disk with different boundary conditions are analyzed by using the presented model and the 3-dimensional finite element model to verify accuracy of the presented equations of motion. Its results are compared and discussed.

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Study on the splitting failure of the surrounding rock of underground caverns

  • Li, Xiaojing;Chen, Han-Mei;Sun, Yanbo;Zhou, Rongxin;Wang, Lige
    • Geomechanics and Engineering
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    • 제14권5호
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    • pp.499-507
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    • 2018
  • In this paper splitting failure on rock pillars among the underground caverns has been studied. The damaged structure is considered to be thin plates and then the failure mechanism of rock pillars has been studied consequently. The critical load of buckling failure of the rock plate has also been obtained. Furthermore, with a combination of the basic energy dissipation principle, generalized formulas in estimating the number of splitting cracks and in predicting the maximum deflection of thin plate have been proposed. The splitting criterion and the mechanical model proposed in this paper are finally verified with numerical calculations in FLAC 3D.