• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 2001년도 추계학술대회 학술발표 논문집
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• pp.78-82
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• 2001

Electronic Weighting Machine is used an electronic scale which has many trouble because of broken load cells. In this paper, we propose an intelligent Diagnosis System will for an electronic weighting machine using fuzzy logic. It's purpose be detect of the load cell's trouble. The electronic circuit of system, which call 'junction box', will be connected resistances in a series at circuit of Wheatstone Bridge for monitoring the condition of load cells.

• 한국ITS학회 논문지
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• 제9권5호
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• pp.87-95
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• 2010

도시의 많은 교량 구조물은 내구연한 및 노후 상태에 따라 외형적 변형이 발생하고, 지진과 태풍 등은 노후 시설물의 변형을 더욱 악화시키고 있다. 불규칙하고 미세한 점진적 외형 변형은 육안으로 확인하기 어렵고, 시설물의 성능을 저하시키게 된다. 따라서 최근에 교량 구조물의 이상 거동을 실시간의 무선 방식으로 검지하는 기술이 연구되고 있다. 본 연구는 자이로스코프를 이용하여 구조물의 미소한 물리적 변화량을 실시간으로 측정하는 변위측정모듈을 개발하였다. 개발된 계측 모듈의 성능은 시뮬레이션 실험을 통해 검증하였다.

• 전자공학회논문지
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• 제52권4호
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• pp.80-87
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• 2015

멤리스터는 인가된 전하의 크기에 따라 저항의 크기가 변화하고, 외부 전원이 끊겨도 이전의 저항 상태를 계속 기억하는 새로운 형태의 메모리소자이다. 일반적인 멤리스터는 직류 전압을 인가할 경우, 시간에 대해서 저항의 크기가 비선형적으로 프로그램밍되는 특성을 갖고 있다. 멤리스터에 대한 용이한 프로그램을 위해서는 시간에 대해서 저항의 크기가 선형적으로 증가 혹은 감소하는 것이 바람직하다. 본 연구팀은 과거 +, - 및 0 에 대한 가중치 프로그램이 가능한 멤리스터 브릿지 회로 구조를 제안한 바 있다. 멤리스터 브릿지 회로에서 두 개의 멤리스터는 서로 다른 극성으로 직렬 연결되고, 반대 극성의 멤리스터들 간의 상호 보완 관계에 의해 강력한 선형화 효과를 갖는다. 본 논문에서는 브릿지 회로의 시간에 대한 멤리스터의 선형적 프로그램 특성을 연구하였고, HP 사의 $TiO_2$ 멤리스터와 윈도우 기반 비선형성 멤리스터 모델을 사용하여 선형화 효과를 검증하였다. 멤리스터 브릿지 회로는 멤리스터를 이용한 시냅스 회로에서 시냅스의 가중치 프로그램을 수행할 경우, 유용하게 사용될 것으로 전망된다.

• Smart Structures and Systems
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• 제32권4호
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• pp.267-279
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• 2023

Data modelling and interpretation for structural health monitoring (SHM) field data are critical for evaluating structural performance and quantifying the vulnerability of infrastructure systems. In order to improve the data modelling accuracy, and extend the application range from data regression analysis to out-of-sample forecasting analysis, an improved most likely heteroscedastic Gaussian process (iMLHGP) methodology is proposed in this study by the incorporation of the outof-sample forecasting algorithm. The proposed iMLHGP method overcomes this limitation of constant variance of Gaussian process (GP), and can be used for estimating non-stationary typhoon-induced response statistics with high volatility. The first attempt at performing data regression and forecasting analysis on structural responses using the proposed iMLHGP method has been presented by applying it to real-world filed SHM data from an instrumented cable-stay bridge during typhoon events. Uncertainty quantification and correlation analysis were also carried out to investigate the influence of typhoons on bridge strain data. Results show that the iMLHGP method has high accuracy in both regression and out-of-sample forecasting. The iMLHGP framework takes both data heteroscedasticity and accurate analytical processing of noise variance (replace with a point estimation on the most likely value) into account to avoid the intensive computational effort. According to uncertainty quantification and correlation analysis results, the uncertainties of strain measurements are affected by both traffic and wind speed. The overall change of bridge strain is affected by temperature, and the local fluctuation is greatly affected by wind speed in typhoon conditions.

• International Journal of Fuzzy Logic and Intelligent Systems
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• 제7권2호
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• pp.127-131
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• 2007

The control of electrical appliances residing in the home network can be accomplished via Internet with the UPnP expansion without modifying an existing UPnP. In this paper, we propose the Internet Gateway that consists of an UPnP IGD(Internet Gateway Device) DCP(Device Control Protocol) and an UPnP Bridge as a system to control electrical appliances of home network. UPnP IGD DCP is to enable the configurable initiation and sharing of Internet connections as well as assuring advanced connection-management features and management of host configuration service. It also supports transparent Internet access by non-UPnP-certified devices. UPnP Bridge searches for local home network devices by sending control messages, while control point of UPnP Bridge looks up devices of interest on the Internet, subsequently furnishing the inter-networking controlling among devices which belong to different home network systems. With our approach, devices on one home network can control home electrical appliances on the other home network via Internet through IGD DCP with control commands of UPnP.

• 전력전자학회논문지
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• 제22권2호
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• pp.118-125
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• 2017

In this paper, we propose a smart transformer for a smart transformer miniature model, which can replace a 60 [Hz] single-phase transformer installed in an electric vehicle. The proposed smart transformer is lighter than a conventional transformer, can control instantaneous voltage, and can be expected to improve power quality through harmonic compensation. The proposed intelligent transformer consists of an incoming part, an AC/DC converter, and a dual active bridge. Only the incoming part and the AC/DC converter are described in this paper. The proposed intelligent transformer has 75 kVA 3.3 kV input and 750 V DC output, which are verified by simulation and experiment.

• 한국구조물진단유지관리공학회 논문집
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• 제16권1호
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• pp.120-130
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• 2012

최근 장대 교량 및 복잡한 교량의 형상이 자주 건설됨에 따라, 교량의 안전도 및 건전성 평가에 많은 관심이 집중되고 있다. 장대교량의 경우 다양한 종류의 계측기 들이 설치되어, 측정된 센싱(Sensing)자료를 신호처리를 통해 케이블을 이용하여 장거리 전송하거나, Smart Health 모니터링 개념으로 교량 현장에서 게이트웨이(Gateway)를 통해 외부 무선통신망에 연결하여 정보를 전송하는 최신 무선통신 기술을 적용하고 있다. 하지만, 전 세계적으로 발생한 교량 관련 안전사고의 경우 위험 또는 사고인지에 따른 실시간 예방적, 지능적 조치가 미흡하여 대형사로를 유발한 것으로 보고되고 있다. 이런 문제점을 해결하고자 본 논문에서는 첨단 무선통신인 RFID(Radio Frequency Identification)/USN (Ubiquitous Sensor Network)기술의 기본 개념인 "Communication Among things" 사물 간 통신 개념을 교량 계측모니터링에 적용하여, 교량에 탑재된 다양한 계측 센서 노드로부터 내구성/안전성에 관련된 위험신호를 추출하여 긴박한 안전사고 등이 인지된 경우 사고예방개념에서 사물 간 통신개념으로, 교량의 센서노드가 바로 교량 인근의 교통신호등에 RF 무선 전파를 송신하여 교량의 교통을 차단하며, 대형 사고를 예방할 수 있는 USN기반의 지능형 교량 시스템을 구축을 위한 센서노드모듈을 설계 하였으며, TinyOS 기반 미들웨어 설계와 센서 자유공간 송수신거리 테스트를 실시하여 센서의 성능을 검증 하였다.

• Journal of Power Electronics
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• 제17권1호
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• pp.200-211
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• 2017

Conventional boost-full-bridge and boost-hybrid-bridge two-stage inverters are widely applied in order to adapt to the wide dc input voltage range of photovoltaic arrays. However, the efficiency of the conventional topology is not fully optimized because additional switching losses are generated in the voltage conversion so that the input voltage rises and then falls. Moreover, the electrolytic capacitors in a dc-link lead to a larger volume combined with increases in both weight and cost. This paper proposes a higher efficiency inverter with time-sharing synchronous modulation. The energy transmission paths, wheeling branches and switching losses for the high-frequency switches are optimized so that the overall efficiency is greatly improved. In this paper, a contrastive analysis of the component losses for the conventional and proposed inverter topologies is carried out in MATLAB. Finally, the high-efficiency under different switching frequencies and different input voltages is verified by a 3 kW prototype.

• 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.

• Interaction and multiscale mechanics
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• 제4권4호
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• pp.273-289
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• 2011

The vibration response of the bridges under the moving vehicular load is of importance for engineers to estimate the serviceability of existing bridges and to design new bridges. This paper deals with the three dimensional vibration analysis of prestressed concrete bridges under moving vehicles. The prestressed bridges are modeled by four-node isoparametric flat shell elements with the transverse shearing deformation taken into account. The usual five degrees-of-freedom (DOFs) per node of the element are appended with a drilling DOF to accommodate the transformation of the local stiffness and mass matrices to the global coordinates. The vehicle is modeled as a single or two-DOF system. A single-span prestressed Tee beam and two-span prestressed box-girder bridge are studied as the two numerical examples. The effects of prestress forces on the natural frequencies and dynamic responses of the bridges are investigated.