• 한국가시화정보학회지
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• 제20권2호
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• pp.86-92
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• 2022

Pipe failure due to thermal fatigue and environmental regulations are increasing the importance of pipe monitoring systems in industrial plants. Since most pipe monitoring systems are focus on external crack inspected, it is necessary to temperature and concentration measuring monitoring system inside the pipe. These systems have spatial uncertainty due to sample inspection by one-point measurement. In addition, real-time measurement is not possible due to the limitation of time delay due to contact measurement. In this study, CT-TDLAS (Computed tomography-Tunable diode laser absorption spectroscopy) apply to overcome the limitations of existing methods. Lasers exhibiting an absorption response at a wavelength of 1395 nm were arranged in a lattice pattern on measuring cell. It showed that the inside of the pipe changed to an unstable combustion state over time.

• 한국산업융합학회 논문집
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• 제26권5호
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• pp.867-874
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• 2023

In this paper, a wireless communication-based sensor data monitoring device with an explosion-proof (Exd IIC) case was implemented to enable installation at explosion-risk industrial sites such as plants. In existing industrial plant sites, most of the temperature sensors and vibration and impact sensors are wired up to several kilometers, which takes a lot of time and money to bury long pipes and cables. In addition, there are not many cases where some wireless devices have been applied to actual plant industry sites due to communication quality problems. Therefore, in order to solve this problem, zigbee mesh wireless communication was applied to provide high reliability wireless communication quality to industrial plant sites, and the time and cost incurred in new or additional installation of sensors could be greatly reduced. In particular, in the event of loss or error of some wireless communication devices, the communication network is automatically bypassed or recovered to enable real-time data monitoring.

• 전기학회논문지
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• 제64권6호
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• pp.940-947
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• 2015

A Sitting posture is a very important issue for moderns who is mostly sedentary. Also, a wrong sitting posture causes back-pain and spinal disease. Many researchers have been proposed numerous approaches that classifying and monitoring for a sitting posture. In this paper, we proposed a real-time sitting posture monitoring system that was developed to measure pressure distribution in the human body. The proposed system consists of a pressure sensing module (six pressure sensors), data acquisition and processing module, a communication module and a display module for an individual sitting posture monitoring. The developed monitoring system can classify into five sitting postures, such as a correct sitting, sitting on forward inclination, leaning back sitting, sitting with a right leg crossed and a left leg crossed. In addition, when a user deviates from the correct posture, an alarm function is activated. We selected two kinds of chairs, one is rigid material and fixed form, the other one is a soft material and can adjust the height of a chair. In the experiments, we observed appearance changes for subjects in consequence of a comparison between before the correction of posture and after the correction of posture when using the proposed system. The data from twenty four subjects has been classified with a proposed classifier, achieving an average accuracy of 83.85%, 94.56% when the rigid chair and the soft chair, respectively.

• 정보과학회 컴퓨팅의 실제 논문지
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• 제22권9호
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• pp.455-460
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• 2016

최근 강도, 성폭력과 같은 중범죄들의 수위가 높아짐에 따라 범죄 예측 및 예방에 대한 중요성이 강조되고 있다. 정확한 범죄예측을 위해서는 과거 범죄기록 데이터를 기반으로 정확도 높은 범죄분류모델을 만드는 작업이 필요하며, 신속한 범죄 대응을 위한 시스템 인터페이스가 요구된다. 그러나 기존의 범죄 요소 분석 연구는 데이터 전처리에 대한 난해함으로 인해 정확도 측면에서 한계를 보이며, 범죄 모니터링 시스템은 방대한 양의 범죄 사건기록 분석 결과를 단순 제공함으로써 사용자에게 효과적인 모니터링 기능을 제공하지 못하고 있다. 따라서 본 연구는 실시간 범죄 예측을 위한 랜덤 포레스트 알고리즘 기반의 범죄 유형 분류모델 및 시스템 인터페이스 디자인 요소를 제안한다. 실험을 통해 본 연구는 제안하는 모델이 단순히 범죄기록 데이터만으로 범죄유형을 분류하는 모델 보다 우수함을 입증하였고, 기존의 범죄 모니터링 시스템 분석을 통해 실시간 범죄 모니터링을 위한 시스템 인터페이스를 설계 및 구현하였다.

• 한국가스학회지
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• 제4권3호
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• pp.59-64
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• 2000

배관에 가해지는 충격을 실시간으로 모니터링하고, 충격위치를 산출 할 수 있는 모니터링 시스템을 무선데이타 통신을 이용하여 개발하였고, 마산만 해저배관에 현장적용 후 충격실험을 통하여 유용성을 검증하였다. 실험에 사용된 배관은 총 길이 1365m, 운용압력 8.6kgf/cm^2$$, 직경 12inch인 실제 운용중인 해저가스배관을 사용하였다. 충격실험에서 충격위치 계산오차는 배관내에서 충격음파 속도의 $1\%$정도의 거리였다.

• Journal of Electrical Engineering and Technology
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• 제11권6호
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• pp.1527-1534
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• 2016

Online voltage stability monitoring using real-time measurements is one of the most important tasks in a smart grid system to maintain the grid stability. Loading margin is a good indicator for assessing the voltage stability level. This paper presents an Extreme Learning Machine (ELM) approach for estimation of voltage stability level under credible contingencies using real-time measurements from Phasor Measurement Units (PMUs). PMUs enable a much higher data sampling rate and provide synchronized measurements of real-time phasors of voltages and currents. Depth First (DF) algorithm is used for optimally placing the PMUs. To make the ELM approach applicable for a large scale power system problem, Mutual information (MI)-based feature selection is proposed to achieve the dimensionality reduction. MI-based feature selection reduces the number of network input features which reduces the network training time and improves the generalization capability. Voltage magnitudes and phase angles received from PMUs are fed as inputs to the ELM model. IEEE 30-bus test system is considered for demonstrating the effectiveness of the proposed methodology for estimating the voltage stability level under various loading conditions considering single line contingencies. Simulation results validate the suitability of the technique for fast and accurate online voltage stability assessment using PMU data.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1389-1396
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• 2008

The recent Sichuan earthquake(2008) in China and Iwate-Miyazaki earthquake(2008) in Japan give Korea peninsula warning that it is no more safety zone against damage by earthquake events. So, rapid and appropriate countermeasures for dam operation and management against earthquake are needed. In Korea earthquake design standard(MOCT, 1997) has been revised after Kobe earthquake. Installation of seismometer and monitoring of earthquake for special class dams is requlated in dam aseismic design standard(MOCT, 2001). Accelerometer installation project for existing dams has been carrying out by K-water to establish an earthquake network for dam safety. Real-time dam earthquake monitoring network has also been developed to detect an earthquake efficiently and to warn to dam administrators as soon as possible. In this study, dam real-time earthquake monitoring system developed by K-water was introduced and applicability of real earthquake record measured by this system to dam safety management was illustrated.

• 한국정보통신학회논문지
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• 제20권5호
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• pp.937-941
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• 2016

본 논문에서는 전 세계 스마트폰 기기 시장을 양분하고 있는 안드로이드 스마트폰을 이용하여 원격지에 있는 영상을 실시간으로 확인할 수 있는 시스템을 설계하고 제안하였다. 이 무선 영상 전송 시스템은 개인이 실시간 현지 상황을 서버에 접속한 단말들에 전달하거나 이동 가능한 드론, 로봇 차량 등의 장치에 설치하여 현장 확인, 영상을 통한 보안 감시로 이용할 수 있을 것이다. 보안 감시 및 재난안전 예방을 위해 데이터를 긴급히 보내야하는 경우도 있다. 이러한 이용 분야들에 적용하면 응급상태나 재난예방, 보안감시에 있어 중요한 역할을 한다. 따라서 효율적인 실시간 스트리밍 전송을 위해서 본 논문에서는 병렬 TCP 통신 (parallel stream)을 이용하여 구현하였다. 결론적으로, 병렬 TCP 통신을 이용한 시스템의 효과를 다양한 환경에서 평가하고 성능 분석도 하였다.

• 대한기계학회논문집
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• 제9권6호
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• pp.757-766
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• 1985

본 연구에서는 기계공업 분야에서 많이 이용되는 구조용 합금강인 Cr-Mo강 (SCM4)과 쾌삭강(SUM31, SUM24L)과의 이종강봉 마찰용접에서 소성변형중에 발생된 초 기 AE량과 용접 품질(강도)제어 사이에 역시 정량적 상관성이 성립함을 용접 회전수, 용접에너지, 용접 업셋 및 용접 시간 등을 매개 변수로 하여 실험과 계산을 통해 입증 하고, 이를 상관식의 95% 신뢰성을 확인한 후, 본 연구의 최종 목적으로서, 마찰용접 평가의 자동화가 이루어지게 하였다.

• Smart Structures and Systems
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• 제15권3호
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• pp.807-830
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• 2015

When a building structure requires both health monitoring system and vibration control system, integrating the two systems together will be cost-effective and beneficial for creating a smart building structure with its own sensors (nervous system), processors (brain system), and actuators (muscular system). This paper presents a real-time integrated procedure to demonstrate how health monitoring and vibration control can be integrated in real time to accurately identify time-varying structural parameters and unknown excitations on one hand, and to optimally mitigate excessive vibration of the building structure on the other hand. The basic equations for the identification of time-varying structural parameters and unknown excitations of a semi-active damper-controlled building structure are first presented. The basic equations for semi-active vibration control of the building structure with time-varying structural parameters and unknown excitations are then put forward. The numerical algorithm is finally followed to show how the identification and the control can be performed simultaneously. The results from the numerical investigation of an example building demonstrate that the proposed method is feasible and accurate.