• Journal of information and communication convergence engineering
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• 제18권3호
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• pp.183-187
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• 2020

The general Wi-Fi network connection structure is that a number of IoT (Internet of Things) sensor nodes are directly connected to one AP (Access Point) node. In this structure, the range of the network that can be established within the specified specifications such as the range of signal strength (RSSI) to which the AP node can connect and the maximum connection capacity is limited. To overcome these limitations, multiple middleware bridge technologies for dynamic scalability and load balancing were studied. However, these network expansion technologies have difficulties in terms of the rules and conditions of AP nodes installed during the initial network deployment phase In this paper, an intelligent edge computing IoT device is developed for constructing an intelligent autonomous cluster edge computing network and applying it to real-time road danger context aware and notification system through an intelligent risk situation recognition algorithm.

• 건설안전기술
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• 통권50호
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• pp.84-96
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• 2009

Road is typically constructed along ridge area of mountain because of topographical and economic reasons. Therefore, road may face lots of open cut slope which can easily cause rock falling. This study evaluates the structural safety of newly developed falling rock protection system which has a roof deck plate. The structural performance under self-weight, snow load and load from failing rock was investigated using a finite element numerical analysis method. From the analysis results, the H-beam space was limited not to exceed 2.2m. The deck plate was also safe under the examined loading condition. A hinge and connection in the system were investigated through detailed modelling and analysis. The results showed that the hinge was safe enough and that the connection should strengthened with appropriate stiffeners.

• 한국안전학회지
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• 제24권3호
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• pp.47-53
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• 2009

Road is typically constructed along ridge area of mountain because of topographical and economic reasons. Therefore, road may face lots of open cut slope which can easily cause rock falling. This study evaluates the structural safety of newly developed falling rock protection system which has a roof deck plate. The structural performance under self-weight, snow load and load from falling rock was investigated using a finite element numerical analysis method. From the analysis results, the H-beam space was limited not to exceed 2.2m. The deck plate was also safe under the examined loading condition. A hinge and connection in the system were investigated through detailed numerical modelling and analysis. The results showed that the hinge was safe enough and that the connection should strengthened with appropriate stiffeners.

• 한국도로학회:학술대회논문집
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• 한국도로학회 2011년 춘계학술대회 논문집
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• pp.189-192
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• 2011

• International Journal of Automotive Technology
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• 제5권2호
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• pp.95-108
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• 2004

Lanekeeping assistance has the potential to save thousands of lives every year by preventing accidental road departure. This paper presents experimental validation of a potential field lanekeeping assistance system with quantitative performance guarantees. The lanekeeping system is implemented on a 1997 Corvette modified for steer-by-wire capability. With no mechanical connection between the hand wheel and road wheels the lanekeeping system can add steering inputs independently from the driver. Implementation of the lanekeeping system uses a novel combination of a multi-antenna Global Positioning System (GPS) and precision road maps. Preliminary experimental data shows that this control scheme performs extremely well for driver assistance and closely matches simulation results, verifying previous theoretical guarantees for safety. These results also motivate future work which will focus on interaction with the driver.

• Journal of information and communication convergence engineering
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• 제20권4호
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• pp.273-279
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• 2022

Owing to the need to establish a cooperative-intelligent transport system (C-ITS) environment in the transportation sector locally and abroad, various research and development efforts such as high-tech road infrastructure, connection technology between road components, and traffic information systems are currently underway. However, the current central control center-oriented information collection and provision service structure and the insufficient road infrastructure limit the realization of the C-ITS, which requires a diversity of traffic information, real-time data, advanced traffic safety management, and transportation convenience services. In this study, a network construction method based on the existing received signal strength indicator (RSSI) selected as a comparison target, and the experimental target and the proposed intelligent edge network compared and analyzed. The result of the analysis showed that the data transmission rate in the intelligent edge network was 97.48%, the data transmission time was 215 ms, and the recovery time of network failure was 49,983 ms.

• 한국음향학회:학술대회논문집
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• 한국음향학회 1994년도 FIFTH WESTERN PACIFIC REGIONAL ACOUSTICS CONFERENCE SEOUL KOREA
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• pp.656-661
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• 1994

The impacts of road traffic noise in Hong Kong are pervasive. About one million peoople are affected by road traffic noise at levels higher than a standardd recommended fro planning of new developments. The Environmental Protection Department of Hong Kong has promulgated a set of planning standards and guidelines for reference of planners, engineers and architects in their preparation of land use proposals which include road and residential developments. This paper will describe, in connection with road traffic noise in Hong Kong, the planning objectives, the various practicable mitigation measures available to a high density modern city, and the achievements through conscientious planning efforts made over the past years.

• 무역학회지
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• 제47권2호
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• pp.175-193
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• 2022

This study analyzes the effects of road transportation networks on the local economy in korea. The analysis methods are SNA and spatial panel regression model. The subjects of this study are inland areas of Korea, and the research period is from 2010 to 2019. The network analysis showed that the connection centrality of Gyeongg-do was high internally and externally. Gyeonggi-do has played a central role in the domestic road freight transportation industry. The results of spatial panel regression analysis showed that there was economic competition between regions. Domestic road transportation industry has been competitive among regions and has economic ripple effect. And Internal cargo has been shown to boost the economy of the region. But internal cargo has been shown to lower the economy of surrounding regions, but external cargo has been shown to increase the economy. In order to revitalize the local economy, it is necessary to increase road cargo.

• 한국측량학회지
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• 제29권6호
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• pp.553-559
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• 2011

자동차 보유대수 증가에 따른 고유가와 온실가스 배출로 자전거이용의 중요성이 대두되고 있지만, 자전거이용률은 현저하게 낮은 실정이다. 자전거이용 활성화를 위한 대책으로 전국자전거도로 사업이 진행되고 있으며 각 지방자치단체에서도 자전거도로 기본계획을 수립하여 진행되고 있다. 노선 선정에 대한 연구가 활발히 진행되고 있지만, 자료 처리에 대한 연구는 명확한 결과를 도출하기엔 부족한 실정이다. 자전거도로 설계 기준에 명시되어진 종단경사도 지형상황 등으로 인하여 부득이하다고 인정되는 경우에는 예외로 한다고 되어 있다. 본 연구에선 기존 자전거도로가 여수시의 지형상황을 고려하여 개설되어 졌는지, 종단경사 기준을 고려하여 연결 가능한 자전거도로 노선 선정을 제시했다. 추가요소로 차선 수, 도로 폭을 포함시켜 개설 가능한 자전거도로 중 적합한 자전거도로 노선이 산출되었다. 향후 산지가 많은 지역을 대상으로 자전거도로 선정 시 종단경사 기준의 활용 방안으로 이용될 것이다.

• 대한토목학회논문집
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• 제41권6호
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• pp.727-736
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• 2021

국내 도로터널은 2010년과 2019년과 비교시 1,300개소, 1,102 km 증가하고 있으며, 연평균 7.6 %씩 증가하고 있는 수치이다. 또한, 도로터널 연장이 3,000 m이상 되는 장대터널도 64개소, 276.7 km에 달하고 있다. 도로터널은 폐쇄적인 공간적 특성으로 인해 화재사고 발생시 대형 인명피해로 연결될 가능성이 높으므로 안전시설 설치를 고려해야 한다. 현재 국토교통부의 지침을 통하여 방재시설 설치 기준이 제시되고 있으나, 대심도의 특성을 반영하는데 한계가 있는 것으로 사료된다. 본 연구에서는 다양한 피난연결통로의 설치간격과 피난연결문의 폭을 적용한 시뮬레이션을 통하여, 적정한 기준값을 도출하고자 하였다. 안전성의 척도가 되는 피난시간 산정은 피난 분석 시뮬레이션 소프트웨어 building EXODUS Ver.6.3과 화재/연기 분석 소프트웨어 SMARTFIRE Ver.4.1을 활용하였다. 시나리오는 피난연결문 폭 0.9 m, 1.2 m 두 종류와 피난연결통로간격 150~250 m를 20 m간격으로 설정하였다. 또한, 대심도 특성인 경사도를 고려하기 위해서 종단경사 6 %와 0 %를 각각 적용하였다. 피난완료시간이 연기확산시간보다 짧은 경우 "안전"으로 판단하였다. 시뮬레이션 결과 종단경사 6 %인 경우, 피난연결통로 간격이 150 m인 경우에는 피난연결문 너비에 상관없이 연기확산 전에 모든 재실자들이 피난을 완료할 수 있었다. 종단경사 0 %인 경우, 피난연결통로 간격이 200 m이고 피난연결문의 폭이 1.2 m인 경우 모든 재실자가 피난을 완료할 수 있었다. 종단경사에 따른 피난 속도의 차이로 0 % 경사에서는 6 %에 비해 대피시간이 114초(190 m연결통로 기준) 단축되는 것으로 나타났다. 피난연결통로 간격이 짧아질 수록 빠르게 대피할 수 있으나 경제적, 구조적인 문제로 연결통로를 촘촘하게 배치하기는 어렵다. 피난연결문의 폭이 1.2 m로 늘어난다면 0.9 m 폭인 경우와 비교하여 재실자들이 더 빠르게 대피가 가능할 것이다. 연결통로간격을 적정하게 유지하면서 1.2 m폭의 연결문을 적용한다면, 피난 안전을 확보하면서 경제성을 높이고 구조적인 안전까지 해결하는 방법이 될 것이다.