• Title/Summary/Keyword: Ground System Infrastructure

검색결과 148건 처리시간 0.02초

BMN(Bluetooth Mesh Networking)의 지하공간 적용성에 대한 사례 조사 (Investigation for Applicability of Bluetooth Mesh Networking in Underground Space)

  • 이철호;최순욱;강태호;전진오;안청진;송태건
    • 터널과지하공간
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    • 제29권6호
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    • pp.367-378
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    • 2019
  • IT기술의 발전에 따라 무선 네트워크 통신을 사용하여 실시간으로 지하공사 현장을 관리하는 방안이 고려되고 있다. 지하공간은 밀폐된 통신환경과 공간적인 특성으로 인해 지상에 비해 상대적으로 사용에 제한이 있다. BMN(Bluetooth Mesh Networking) 기술은 최근에 소개된 무선통신 기술로 중계기 역할을 하는 블루투스 장비로 네트워크 망을 형성하고 개별 기기를 모니터링하는 기술이다. 본 기술기사에서는 BMN 기술의 지하공간 적용성을 분석하기 위해 고려해야 할 부분과 현재 국내외에서 개발되고 있는 무선통신 모니터링 시스템 사례 및 연구에 대해 조사하였다. 그리고 지하공간 적용을 목표로 개발이 진행되고 있는 국내 BMN 기술에 대해서도 소개하고 있다.

RFID를 이용한 장애인전용 주차구역 서브시스템을 위한 기반시설 구축에 관한 연구 (A Study on Construction of Infrastructure for Handicapped Parking Areas Using RFID)

  • 최용석;성현경
    • 재활복지공학회논문지
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    • 제8권1호
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    • pp.67-72
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    • 2014
  • 본 연구는 900MHz 대역의 RFID를 이용하여 장애인 전용주차 공간 확보를 도모하고 향후 주차 후 도우미 서비스의 원활한 응용을 위해 기반시설 시스템을 구축하였다. 장애인 차량에 부착한 태그를 판별하는 RFID 리더의 오인식률을 최소화하기 위하여 최적의 태그 부착 위치와 안테나 설치 위치를 제시하고자 한다. 연구결과 RFID 리더의 높이가 170cm일때 지표면과의 각도 $80^{\circ}$와 차량 진행 방향과 RFID 리더의 안테나 면과의 각도 $90^{\circ}$일 때 최적의 RFID 리더 설치 위치를 나타냈다. 이러한 결과에 맞추어 장애인 전용 주차 공간에 RFID 리더기를 설치하고 이를 단속 카메라와 연동하여 태그 부착 차량 외의 일반 차량에 대한 단속 및 관리가 가능하도록 시스템이 구축되면 장애인 전용 주차공간이 그 본래의 취지에 맞는 용도로 사용되는 것에 크게 기여할 것으로 예상된다.

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배수구역별 누수관리를 위한 야간유량성분 특성연구 (Study on the characteristics of night flow components for leakage management in district metered area)

  • 구자용;장광호;김민철
    • 상하수도학회지
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    • 제23권6호
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    • pp.871-879
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    • 2009
  • The Korea has high population density, so the precipitation per capita is only one tenth to world average. The water resource in Korea is insufficient. But the leakage in the water distribution system is about 25%, and it is lower than other countries where water utilities are managed well. The pipelines' management also is getting worse because the leakage in the pipelines lower the ground density surrounding pipes. So, managing the leakage in the water distribution system is very important in the view of increasing the water resources and doing the efficient management of the pipeline system. Accordingly this study aimed to conduct a cause-analysis with scientific approaches considering key local factor related to water loss of distribution system and derive better performance indicators which are able to evaluate the real state of water loss management reasonably. Also this research aimed to develop a methodology capable of judging condition of infrastructure of water distribution system.

시스템엔지니어링 기법 적용에 따른 경량전철사업의 RAM적용에 관한 고찰 (A Study on the RAM Application of a Light Rail Transit Business, Ac-cording to the Technique Application in System Engineering)

  • 이성권;민경세;전서탁;정계용
    • 시스템엔지니어링학술지
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    • 제7권2호
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    • pp.13-19
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    • 2011
  • A LRT(Light Rail Transit) is one of the Future Urban Railway Development Project. The project's goal is to reduce a transportation congestion in the center of the city. New transportation is intensely required in order to overcome a limit of the ground transportation that is the existing public transportation, A LRT(Light Rail Transit) construction project to be based on an unmanned driving system is the large composition system that a vehicle, a signal, communication, electric, track etc. were organically integrated as echo-friendly urban transportation systems. It also put a huge budget, which is a large-scale infrastructure projects. It is international trend that Light Rail Transit projects apply a technique in System Engineering for a schedule, cost, quality elevations, and to approach in viewpoints of life-cycle from initial construction steps to operation, abolition. This paper intends to analyze RAM requirements taking into consideration ISO/IEC 15288 throughout life-cycle from concept, design, manufacture, operation and maintenance to the final phase, decommissioning, and the study seeks to suggest directions of efficient use to domestic LRT projects.

소프트웨어 기반 Loran-C 신호 처리 (Software-Based Loran-C Signal Processing)

  • 임준혁;임성혁;김우현;지규인
    • 제어로봇시스템학회논문지
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    • 제16권2호
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    • pp.188-193
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    • 2010
  • With GPS being the primary navigation system, Loran use is in steep decline. However, according to the final report of vulnerability assessment of the transportation infrastructure relying on the global positioning system prepared by the John A. Volpe National Transportation Systems Center, there are current attempts to enhance and re-popularize Loran as a GPS backup system through the characteristic of the ground based low frequency navigation system. To advance the Loran system such as Loran-C modernization and eLoran development, research is definitely needed in the field of Loran-C receiver signal processing as well as Loran-C signal design and the technology of a receiver. We have developed a set of Matlab tools, which implement a software Loran-C receiver that performs the receiver's position determination through the following procedure. The procedure consists of receiving the Loran-C signal, cycle selection, calculation of the TDOA and range, and receiver's position determination through the Least Square Method. We experiences the effect of an incorrect cycle selection and various error factors (ECD, ASF, sky wave, CRI, etc.) from the result of the Loran-C signal processing. It is apparent that researches which focus on the elimination and mitigation of various error factors need to be investigated on a software Loran-C receiver. These aspects will be explored in further work through the method such as PLL and Kalman filtering.

벽체-감쇠 복합시스템을 갖는 건물의 지진취약도 분석 (Seismic Fragility Analysis of Buildings With Combined Shear Wall-Damper System)

  • 라지불 이슬람;수딥타 차크라보르티;공병진;김두기
    • 한국지진공학회논문집
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    • 제27권2호
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    • pp.91-99
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    • 2023
  • Structural vibration induced by earthquake hazards is one of the most significant concerns in structure performance-based design. Structural hazards evoked from seismic events must be properly identified to make buildings resilient enough to withstand extreme earthquake loadings. To investigate the effects of combined earthquake-resistant systems, shear walls and five types of dampers are incorporated in nineteen structural models by altering their arrangements. All the building models were developed as per ACI 318-14 and ASCE 7-16. Seismic fragility curves were developed from the incremental dynamic analyses (IDA) performed by using seven sets of ground motions, and eventually, by following FEMA P695 provisions, the collapse margin ratio (CMR) was computed from the collapse curves. It is evident from the results that the seismic performance of the proposed combined shear wall-damper system is significantly better than the models equipped with shear walls only. The scrutinized dual seismic resisting system is expected to be applied practically to ensure a multi-level shield for tall structures in high seismic risk zones.

LTE-R의 도시철도 터널 환경 적용성 분석 (Analysis on Applicability of LTE-R in Urban Railway Tunnel Environment)

  • 곽우현;이광희;김용규;최준영
    • 전기학회논문지
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    • 제64권12호
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    • pp.1796-1803
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    • 2015
  • Unlike commercial LTE network, LTE-R railway network is arranged along a railroad track and the base stations of the network (RUs) are also installed on the waysides. For urban railway systems that are composed of underground tunnels, the leakage coaxial cables are widely used due to the radio propagation characteristics in tunnels. In theory, the tunnel sections are interpreted as the waveguide with blank spaces and for this reason, the tunnel sections are expected to be better than open ground sections in terms of the radio propagation characteristics. In this paper, we analyze the radio propagation characteristics based on this theory by replacing the leakage coaxial cables in the network with Yagi antennas. The test has been carried out in the 2.2km tunnel in the Daebul test track of KORAIL with 2.6GHz LTE-R Network. The LTE-R applicability in urban railways has been tested through the analysis on the radio propagation characteristics with the unmanned train operation system in Daebul tunnel.

상수도 시스템 지진 신뢰성의 합리적 평가를 위한 적정 지반운동예측식 결정 (Determination of proper ground motion prediction equation for reasonable evaluation of the seismic reliability in the water supply systems)

  • 최정욱;강두선;정동휘;이찬욱;유도근;조성배
    • 한국수자원학회논문집
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    • 제53권9호
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    • pp.661-670
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    • 2020
  • 최근 지진재해의 규모가 점차 증대됨에 따라 세계적으로 개별 시설물에 대한 내진성능평가와 관련한 연구가 다수 진행되고 있다. 상수도 시스템은 타 기반 시설에 비해 설치범위가 광범위하고 그 구성요소가 다양해 고려할 것이 많아 지진에 대한 안정성을 정확하고 효과적으로 확보하기 힘든 실정이다. 따라서 지진을 대비한 상수도 시스템의 내진성능 평가 방안을 연구하고 개발할 필요가 있다. 지진에 의한 상수도 시스템의 내진성능을 평가하기 위해 지반운동예측식(Ground Motion Prediction Equation, GMPE)이 활용된다. GMPE는 지진 규모 등과 같은 독립변수 와 PGV (Peak Ground Velocity), PGA (Peak Ground Acceleration)와 같은 지반운동 등을 고려하여 산정하게 된다. 우리나라에서 발생된 높은 강도의 지진 데이터는 현재까지 많이 축적되지 않아 특정 지진에 국한된 데이터를 활용하여 GMPE를 결정하는 등의 연구가 진행되었다. 본 연구에서는 우리나라에서 계측된 지진 데이터를 활용하여 국내 지진 모의에 적합한 GMPE를 선정하고자 하였으며, 이를 위해 기존 국내 지진을 기반으로 산정된 GMPE식을 분석하고 그 결과를 제시하였다. 본 연구를 통해 결정된 적정 GMPE는 상수도관망의 수리학적 내진성능 평가에 직접적으로 활용 가능하다. 즉, 파손확률 모형과의 연계를 통한 지진시 관로 파손률의 정량화가 가능하며, 파손 및 누수에 의한 단수지역 파악 등과 같은 피해범위 산정시 보다 객관적이며 합리적인 결과 도출이 가능하다. 최종적으로 이와 같은 내진 성능 정량화 결과는 지진재해가 발생하였을 경우 그 피해를 최소화할 수 있는 최적 복구방안 마련과 선제적 관망 내진설계의 기준 자료로 활용될 수 있다.

기초격리된 구조물에서 자기유동성 유체감쇠기의 면진성능에 관한 연구 (A Study on the Seismic Performance of MR Fluid Dampers in Base-Isolated Structures)

  • 이종세;도학용
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2002년도 추계 학술발표회 논문집
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    • pp.371-378
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    • 2002
  • The design concepts using vibration reduction techniques, or structural control, have been proposed recently to protect infrastructure against earthquakes. The magnetorheological(MR) fluid damper is one of the most promising new devices for structural vibration reduction because of its mechanical simplicity, high dynamic range, low power requirement, large force capacity and robustness. In this study, the seismic performance of MR devices are compared with that of NZ systems as an attempt to provide some data for improving seismic design techniques applied to structures. For nonlinear time domain analysis of a base isolation system, a six-story building model is considered as a numerical example. The ground acceleration data of El Centre 1940, Mexico City 1985 and Kobe 1995 earthquakes are used as seismic excitations. The results show that MR damper systems for outperform NZ systems in wide-ranging seismic excitations with respect to intensity and period characteristics.

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Construction of a 300-Meter Vertical City: Abeno Harukas

  • Mizutani, Kenichi;Hirakawa, Kiyoaki;Nakashima, Masato
    • 국제초고층학회논문집
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    • 제4권3호
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    • pp.199-207
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    • 2015
  • Abeno Harukas is the tallest building in Japan and is located in Abeno, which is one of the three main railway transport nodes in Osaka. This building has a height of 300 meters, and its lowest levels are 30 meters below ground. It contains a department store, museum, offices, a hotel, and an observatory. In this urban renewal project, a section of the department store that encloses the station was dismantled and replaced by a supertall building complex, while infrastructure was simultaneously constructed, including: upgrades to the station and the existing department store, improved connections to the subway and pedestrian bridges, and a new pedestrian walkway over the road. In this paper, the ingenious erection processes, newly developed technologies, and precise construction management techniques are introduced for Japan's tallest building.