• 한국콘텐츠학회논문지
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• 제14권2호
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• pp.482-493
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• 2014

본 연구에서는 기존 탄소배출 모니터터링시스템에 대한 분석을 바탕으로 각 가정의 에너지원별 사용량을 원격으로 자동 검침하여 그 데이터 처리/분석 결과를 사용자와 정책결정자에게 제공 할 수 있는 탄소배출 모니터링시스템(CEMS)을 설계 제안하였다. CEMS는 기존의 탄소배출 모니터링 장치들이나 통합 시스템에 사용자에 대한 피드백과 정책수립 자료 구축을 위한 통계처리 기능을 포함하였다. 시스템은 EA 분석을 통하여 탄소 배출량 측정, 가구당 배출량 관리, 마일리지 기준관리, 탄소 배출원 분석 등 6개의 영역으로 구성되었으며, 사용자의 인식과 정책자료 수립기능이 강화된 UI를 설계하였다. 지자체 행정정보시스템과 연계하여 각 기관의 DB 및 Open API를 공유 연동할 수 있으며, 개별 가구의 가구원수 및 주택특성에 따라 달라지는 에너지소비 패턴과 이를 통한 탄소배출량과의 연관성 분석을 가능하게 함으로써 향후 환경정책 수립을 위한 기초자료로 제공할 수 있을 것으로 기대된다.

• Corrosion Science and Technology
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• 제2권6호
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• pp.277-282
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• 2003

Holographic interferometry, an electromagnetic method, was used to study corrosion of carbon steel, aluminum and copper nickel alloys in NaOH, KCI and $H_2SO_4$ solutions respectively. The technique, called electrochemical emission spectroscopy, consisted of in-situ monitoring of changes in the number of fringe evolutions during the corrosion process. It allowed a detailed picture of anodic dissolution rate changes of alloys. The results were compared to common corrosion measurement methods such as linear polarization resistance measurements and electrochemical impedance spectroscopy. A good agreement between both data was found, thus indicating that holographic interferometry can be a very powerful technique for in-situ corrosion monitoring.

• Structural Monitoring and Maintenance
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• 제1권1호
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• pp.111-130
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• 2014

The increased use of carbon fiber reinforced polymer (CFRP) in retrofitting reinforced concrete (RC) members has led to the need to develop non-destructive techniques that can monitor and characterize the unique damage mechanisms exhibited by such structural systems. This paper presented the damage characterization results of six CFRP retrofitted RC beam specimens tested in the laboratory and monitored using acoustic emission (AE). The focus of this study was to continuously monitor the change in AE parameters and analyze them both qualitatively and quantitatively, when brittle failure modes such as debonding occur in these beams. Although deterioration of structural integrity was traceable and can be quantified by monitoring the AE data, individual failure mode characteristics could not be identified due to the complexity of the system failure modes. In all, AE was an effective non-destructive monitoring tool that can trace the failure progression in RC beams retrofitted with CFRP. It would be advantageous to isolate signals originating from the CFRP and concrete, leading to a more clear understanding of the progression of the brittle damage mechanism involved in such a structural system. For practical applications, future studies should focus on spectral analysis of AE data from broadband sensors and automated pattern recognition tools to classify and better correlate AE parameters to failure modes observed.

• Smart Structures and Systems
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• 제17권1호
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• pp.91-105
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• 2016

One of the most commonly used techniques to strengthen steel reinforced concrete structures is the application of externally bonded patches in the form of carbon fiber reinforced polymers (CFRP) or recently, textile reinforced cements (TRC). These external patches undertake the tensile stress of bending constraining concrete cracking. Development of full-field inspection methodologies for fracture monitoring are important since the reinforcing layers are not transparent, hindering visual observation of the material condition underneath. In the present study acoustic emission (AE) and digital image correlation (DIC) are applied during four-point bending tests of large beams to follow the damage accumulation. AE helps to determine the onset of fracture as well as the different damage mechanisms through the registered shifts in AE rate, location of active sources and change in waveform parameters. The effect of wave propagation distance, which in large components and in-situ can well mask the original information as emitted by the fracture incidents is also discussed. Simultaneously, crucial information is supplied by DIC concerning the moments of stress release of the patches due to debonding, benchmarking the trends monitored by AE. From the point of view of mechanics, conclusions on the reinforcing contribution of the different repair methodologies are also drawn.

• 한국ITS학회 논문지
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• 제16권2호
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• pp.92-104
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• 2017

기존의 도로교통의 속도관리 목표는 이동성 및 안전성 개선을 목표로 운영되어 왔으며, 환경적 측면과 에너지 효율 측면에 대한 고려는 미미하였다. 하지만, 최근 들어 기후변화로 인한 경제적 피해규모가 증가하고 있으며, 외부적 여건변화에 따라 환경가치는 상승할 것으로 예상된다. 또한, 교통부문에서의 탄소배출량 저감정책은 개인교통수단에서 대중교통으로 의 전환 및 친환경자동차 개발에만 집중되어있어 상대적으로 도로운영의 개선을 통한 저감 노력이 부족하다는 평가를 받았다. 향후 우리나라의 자동차 보유대수는 증가할 것으로 예상되므로 이에 대한 적응전략 및 대비책이 필요한 시점이다. 이를 위해서는 기존의 이동성 중심의 도로운영 정책에서 환경측면을 고려한 정책으로, 도로운영의 패러다임 전환을 통해 구현할 수 있을 것으로 판단된다. 교통운영 측면에서 온실가스 배출량을 저감하기 위해서는 현재 도로상에서 어느 정도 온실가스가 배출되는지를 실시간으로 모니터링 할 수 있어야 한다. 본 연구에서는 실시간으로 수집되는 교통자료를 이용하여 5분 후의 상태를 예측하고 이를 통해 실시간 온실가스 배출량 모니터링 시스템을 구축할 수 있는 방법론을 제안하였다.

• 한국환경과학회지
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• 제25권10호
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• pp.1381-1387
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• 2016

This study aims to establish baseline data for sustainable monitoring by applying the green city index (GCI), which is set up to evaluate the city level, to the city of Gangneung-si, which was designated as a pilot city for the Low-carbon Green Growth City project by the Ministry of Land, Infrastructure, and Transportation. The GCI was applied in the framework of European systems, while considering the social and economic status of Korea. Indicators from 7 areas-$CO_2$, energy, building, transportation, water, waste, and quality of atmosphere were analyzed, except for qualitative indicators. Results indicate that total $CO_2$ emissions were 30.8 tons per capita, or 2.2 tons per one million units of real GDP. The total final energy consumption was 0.231 TOE/capita, or 0.317 TOE per one million units of real GDP. The percentage of total energy derived from renewable resources was 0.41% and energy consumption by the building was $433.5Mwh/1,000m^2$. The total percentage of the working population travelling to work daily by public transportation (limited to bus) was 19%. Further, the total annual water consumption was $99m^3/capita$, and the water lost in the water distribution system was $0.057m^3/capita/day$. The total annual waste collected was 0.0077 ton per capita, The annual mean emission were 0.014 ppm/day for $NO_2$, 0.005 ppm/day for $SO_2$, and 0.019 ppm/day for $O_3$. The annual mean for PM10 emissions was $39{\mu}g/m^3/day$.