• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2001년도 ICCAS
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• pp.131.3-131
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• 2001

A 2-dimensional scanner have been generally used for an office, but 3-dimensional one was seldom used in industry. A footwear bonding process has been operated manually by the skilled operators, but it is needed to be operated automatically. So we developed an automatic outsole profile scanner, which consists of PC, CCD camera, laser beam diode and moving mechanism, to scan automatically the 3-dimensional profile of outsole inner face to be bonded. Here the developed algorithm makes 2D image into 3D outsole profile. This profile will be used enough to bond automatically the outsole to something like leather or clothes.

• 한국의학물리학회지:의학물리
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• 제8권1호
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• pp.17-24
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• 1997

선형가속기를 이용한 뇌정위 방사선수술을 시행하기 위하여 PC에서 실행 가능한 치료 계획시스템을 개발하였다. 128 MB RAM 용량의 Pentium Pro 200 MHz의 PC에서 Windows 95를 기반으로 하였으며, Research Systems사의 프로그램 제작 툴인 IDL을 이용하여 프로그래밍 하였다. Brown-Robert-Wells(BRW) 정위틀을 두개골에 고정한 후 전산화단층촬영을 시행하여 얻은 영상데이터를 광자기디스크를 이용하여 PC에서 입력받을 수 있도록 인터페이스를 구축하였다. 영상데이터를 입력시킨 후 각 단면영상에서의 정위틀의 위치를 자동으로 인식하고 정위좌표계를 설정하여 단변영상의 좌표, 기울어짐, 축소율 등을 정확히 계산하여 보정할 수 있다. 좌표계의 설정이 이루어지면 각 단면에서 표적 및 방사선 민감 조직들의 외곽선을 입력, 수정한다. 외곽선의 입력이 종료되면 표적의 중심이 결정되고 방사선 수술을 위한 빔의 설계한다. 빔 설계의 효율성을 위하여 Beam's eye view(BEV) 및 Room's eye view(REV)를 동시에 확인할 수 있도록 개발하였다. 빔의 설계가 끝나면 3 차원적인 선량계산을 시행한다 .5개의 arc로 설계하였을 때 선량계산에 소요되는 시간은 약 1-2 분이었다. 선량분포는 각 단면영상에서 확인할 수 있으며 표적 및 주변 방사선 민감 조직들의 Dose-Volume Histogram(DVH)을 평가하여 선량분포 및 치료계획의 합리성을 정량적으로 분석할 수 있도록 구현하였다. 기본적인 기능을 지원하는 PC 기반의 뇌정위 방사선수술을 위한 치료계획시스템으로 앞으로 임상적용이 가능할 것으로 생각된다.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2001년도 춘계종합학술대회
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• pp.737-740
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• 2001

본 논문에서는 선박의 더 효율적이고 안전한 운항과 인력 및 에너지 절감을 위하여 PC를 기반으로 한 SPS (Secondary Planning System)를 개발하였으며, SPS를 중심으로 구성한 항해 자동화 시스템을 제안하였다. 개발된 SPS는 항해 선박의 각종 항해통신장비의 이상유무를 모니터링 하는 기능을 수행하며, 운항정보시스템(GIS), 전자해도시스템(ECDIS), 또는 Radar/ARPA장비에 이상 상태가 발생되었을 때 해당장비의 주요핵심 정보와 기능을 자동으로 대체함으로 해상사고의 방지와 선박의 항해 시스템의 효율성과 안정성을 높일 수 있다. 또한 SPS는 항해통신장비의 보조장비 기능인 DB Server 기능과 Network Server기능도 가진다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2004년도 ICCAS
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• pp.176-180
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• 2004

The ST-segment that the beginning part of T wave is the important diagnostic parameter to finding myocardial ischemia. Abnormal ST appears in two types. One is the level change, and the other is the pattern change. In this paper, we describe the monitoring of abnormal ST using PC based system. Hardware of this system consists of transmitter, receiver and PC. The function of transmitter is measuring ECG in three channels which are selected manually and transmitting the data to receiver by digital radio way. Connection with receiver and PC is by RS232C, and the data received on the PC is analyzed automatically by ECG analysis algorithm and saved to file. In the algorithm part for detecting abnormal ST, ST-segments are approximated by a polynomial. This method can detect all of the deviation and pattern change of ST-segment regardless the change in the heart rate or sampling rate. To gain algorithm reliability, the method rejects distorted polynomial approximation by calculation the difference between the approximated ST-segment and original ST-segment. In pre-signal processing, the wavelet transformation separates high frequency bands including QRS complex from the original ECG. Consequently, the process improves the performance of detecting each feature points.

• Structural Engineering and Mechanics
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• 제64권5호
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• pp.567-577
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• 2017

The traditional design procedure of a prestressed concrete (PC) cable-stayed bridge is complex and time-consuming. The designers have to repeatedly modify the configuration of the large number of design parameters to obtain a feasible design scheme which maybe not an economical design. In order to efficiently achieve an optimum design for PC cable-stayed bridges, a multi-parameter optimization technique is proposed. In this optimization technique, the number of prestressing tendons in girder is firstly set as one of design variables, as well as cable forces, cable areas and cross-section sizes of the girders and the towers. The stress and displacement constraints are simultaneously utilized to ensure the safety and serviceability of the structure. The target is to obtain the minimum cost design for a PC cable-stayed bridge. Finally, this optimization technique is carried out by a developed PC cable-stayed bridge optimization program involving the interaction of the parameterized automatically modeling program, the finite element structural analysis program and the optimization algorithm. A low-pylon PC cable-stayed bridge is selected as the example to test the proposed optimization technique. The optimum result verifies the capability and efficiency of the optimization technique, and the significance to optimize the number of prestressing tendons in the girder. The optimum design scheme obtained by the application can achieve a 24.03% reduction in cost, compared with the initial design.

• 품질경영학회지
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• 제30권3호
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• pp.111-119
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• 2002

Gears are essential elements for mechanical power transmission. Geometric precision is the main factor for characterizing gear grade and qualify. Gear pitch is one of the crucial measurements, which is defined as a distance between two adjacent gear teeth. It is well-known that variability in gear pitches may causes wear-out and vibration noise. Therefore maintaining pitch errors at a low level plays a key role in assuring the gear quality to customers. This paper is concerned with a case study, which presents a computerized system for Inspecting pitch errors in a gear machining process. This system consists of a PC and window-based programs. Although the start and stop is manually accomplished, the process of measuring and analyzing pitch data is automatically conducted in this system. Our purpose lies in reducing inspection cost and time as well as Increasing test reliability. Its operation is briefly illustrated by example. Sometimes a strong autocorrelation is observed from pitch data. We also discuss a process monitoring scheme taking account of autocorrelations.

• 디지털산업정보학회논문지
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• 제4권2호
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• pp.101-108
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• 2008

In this paper, we develop system to backup automatically personal data by real time based on ECA model. This system backups data that is changed in user PC using CDP technology based on ECA model. Proposed ECA model defines file's change such as file creation, update, remove etc. in user PC to event for synchronization between server and user PC. If event is detected about file, proposed system examines condition that is defined and backup the file to server. Backup data that is stored to server can recovery on point of time that user wants. The proposed system can be applied to data management system for business, personal data management system, high-capacity contents management system etc.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 하계학술대회 논문집 D
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• pp.2169-2171
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• 2001

The vacuum gauge control system has been designed and implemented using multi-serial communication controllers (MSCC) for the 2.5 Gev storage ring at the Pohang Accelerator Laboratory (PAL). There are 20 Balzers vacuum gauges and 17 Granville-Phillips vacuum gauges at the storage ring. A MSCC have two RS485 (max speed 460.8Kbps) field network port, 8 channel serial communication ports (max speed 460.8Kbps) connected to gauge controller for serial communication control. 12 MSCCs are connected to a personal computer (PC) through the RS485 field network. The PC can automatically control the MSCCs by sending set of commands through the network. The commands specify the duration of the MODBUS protocol. Upon receiving a command from a PC running under Windows2000 through the network, the MSCC communicate through the serial output ports to gauge controller. In this paper, we describe control structure and scheme of the vacuum gauge control system.

• 한국정보과학회논문지:소프트웨어및응용
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• 제30권1_2호
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• pp.129-139
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• 2003

인터넷과 같은 대량의 정보에 대응할 수 있는 고성능 정보검색시스템을 구축하기 위해서는 지금까지 고가의 중대형컴퓨터를 주로 활용하여 왔으나. 최근 가격대 성능비가 높은 PC 클러스터 시스템을 활용하는 방안이 경제적인 대안으로 떠오르고 있다. PC 클러스터 상에서의 병렬정보검색시스템을 효율적으로 운영하기 위해서는 사용자가 입력한 질의를 처리하는데 요구되는 개별 PC의 디스크 I/O 및 검색관련 연산을 모든 PC에 가능한 균등하게 분배할 필요가 있다. 본 논문에서는 같은 질의에 동시에 등장할 가능성이 높은 색인어들끼리 군집화하고 생성된 군집을 활용하여 색인어들을 각 PC에 분배함으로써 보다 높은 수준의 병렬화를 달성할 수 있는 방안을 제시한다. 또한 일부 PC의 결함 또는 유지보수 등의 원인에 의한 서비스 중지상황에도 적극적으로 대처하기 위하여 색인어 역파일을 중복되게 분산저장하는 기법을 제안한다. 대용량 말뭉치를 활용한 실험결과 본 논문에서 제시하는 분산 및 중복저장기법이 충분한 효율성과 실용성이 있음을 확인하였다.

• Smart Structures and Systems
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• 제24권2호
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• pp.243-256
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• 2019

Determination of the most meaningful structural modes and gaining insight into how these modes evolve are important issues for long-term structural health monitoring of the long-span bridges. To address this issue, modal parameters identified throughout the life of the bridge need to be compared and linked with each other, which is the process of mode tracking. The modal frequencies for a long-span bridge are typically closely-spaced, sensitive to the environment (e.g., temperature, wind, traffic, etc.), which makes the automated tracking of modal parameters a difficult process, often requiring human intervention. Machine learning methods are well-suited for uncovering complex underlying relationships between processes and thus have the potential to realize accurate and automated modal tracking. In this study, Gaussian mixture model (GMM), a popular unsupervised machine learning method, is employed to automatically determine and update baseline modal properties from the identified unlabeled modal parameters. On this foundation, a new mode tracking method is proposed for automated mode tracking for long-span bridges. Firstly, a numerical example for a three-degree-of-freedom system is employed to validate the feasibility of using GMM to automatically determine the baseline modal properties. Subsequently, the field monitoring data of a long-span bridge are utilized to illustrate the practical usage of GMM for automated determination of the baseline list. Finally, the continuously monitoring bridge acceleration data during strong typhoon events are employed to validate the reliability of proposed method in tracking the changing modal parameters. Results show that the proposed method can automatically track the modal parameters in disastrous scenarios and provide valuable references for condition assessment of the bridge structure.