• 제목/요약/키워드: dynamic system verification

검색결과 344건 처리시간 0.027초

680 MW 증기터빈 동적모델 개발 및 속도제어기 검증 (Development of Dynamic Model of 680 MW Rated Steam Turbine and Verification and Validation of its Speed Controller)

  • 최인규;우주희;손기헌
    • KEPCO Journal on Electric Power and Energy
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    • 제5권3호
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    • pp.165-171
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    • 2019
  • The steam turbine used in nuclear power plant is modeled for the purpose of verification of control system rather than the operator education. The valves, reheater and generator are modeled also and integrated into the simulator. After that, the operation data and the designed data such as heat balance diagram are utilized to identify the model parameters. It was evident that model outputs of developed simulator are very close to the measured operating ones. The simulator within dynamic model was used to verify and validate the whole control system together with field instruments. And the target plant has been operating long time.

공압시스템의 설계 파라미터 최적화 (Optimization of Design Parameters of a Pneumatic System)

  • 엄태준
    • 유공압시스템학회논문집
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    • 제2권4호
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    • pp.1-6
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    • 2005
  • This paper presents optimization of a pneumatic control system whose design parameters have been optimized so that the desired dynamic characteristics of cylinder position was obtained. The pneumatic system is used as transferring and stacking equipment for solid freeform fabrication system which has been widely used in design verification applications. The pneumatic system mainly consists of pneumatic control valves and cylinders. The system was modeled by using several principles for pneumatic components. The system was optimized to obtain dynamic performance with enough damping to reduce cylinder vibration. A fuzzy controller has been applied to fulfill the dynamic performance requirements of the pneumatic system. The simulation results show that the fuzzy controller is more effective than a PD controller.

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자기베어링 스테이지의 동적 거동 통합 시뮬레이션을 통한 제어 설계 (Integrated Dynamic Simulation of a Magnetic Bearing Stage and Control Design)

  • 김병섭
    • 한국생산제조학회지
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    • 제22권4호
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    • pp.730-734
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    • 2013
  • The dynamic simulation of machine tools and motion control systems has been widely used for optimization, design verification, control design, etc. There are three main streams in dynamic simulation: structural dynamic analysis based onthe finite element method, dynamic motion analysis based on equations of motion, and control system analysis based on transfer functions. Generally, one of these dynamic simulation methods is chosen and employed for specific purposes. In this study, an integrated dynamic simulation is introduced, in which the structure, motion, and control dynamics are combined together. Commercially well-known software is used in the integrated dynamic simulation: ANSYS, ADAMS, and Matlab/Simulink. Using the integrated dynamic simulation, the dynamics of a magnetic bearing stage is analyzed and the causes of oscillation and noise are identified. A controller design for suppressing a flexible dynamic mode is carried out and verified through the integrated dynamic simulation.

A vision-based system for long-distance remote monitoring of dynamic displacement: experimental verification on a supertall structure

  • Ni, Yi-Qing;Wang, You-Wu;Liao, Wei-Yang;Chen, Wei-Huan
    • Smart Structures and Systems
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    • 제24권6호
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    • pp.769-781
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    • 2019
  • Dynamic displacement response of civil structures is an important index for in-construction and in-service structural condition assessment. However, accurately measuring the displacement of large-scale civil structures such as high-rise buildings still remains as a challenging task. In order to cope with this problem, a vision-based system with the use of industrial digital camera and image processing has been developed for long-distance, remote, and real-time monitoring of dynamic displacement of supertall structures. Instead of acquiring image signals, the proposed system traces only the coordinates of the target points, therefore enabling real-time monitoring and display of displacement responses in a relatively high sampling rate. This study addresses the in-situ experimental verification of the developed vision-based system on the Canton Tower of 600 m high. To facilitate the verification, a GPS system is used to calibrate/verify the structural displacement responses measured by the vision-based system. Meanwhile, an accelerometer deployed in the vicinity of the target point also provides frequency-domain information for comparison. Special attention has been given on understanding the influence of the surrounding light on the monitoring results. For this purpose, the experimental tests are conducted in daytime and nighttime through placing the vision-based system outside the tower (in a brilliant environment) and inside the tower (in a dark environment), respectively. The results indicate that the displacement response time histories monitored by the vision-based system not only match well with those acquired by the GPS receiver, but also have higher fidelity and are less noise-corrupted. In addition, the low-order modal frequencies of the building identified with use of the data obtained from the vision-based system are all in good agreement with those obtained from the accelerometer, the GPS receiver and an elaborate finite element model. Especially, the vision-based system placed at the bottom of the enclosed elevator shaft offers better monitoring data compared with the system placed outside the tower. Based on a wavelet filtering technique, the displacement response time histories obtained by the vision-based system are easily decomposed into two parts: a quasi-static ingredient primarily resulting from temperature variation and a dynamic component mainly caused by fluctuating wind load.

지중공동을 고려한 지반-말뚝-구조물 상호작용계의 지진응답해석 (Seismic Response Analysis of Soil-Pile-Structure Interaction System considering the Underground Cavity)

  • 김민규;임윤묵;김문겸;이종세
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2002년도 춘계 학술발표회 논문집
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    • pp.117-124
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    • 2002
  • The major purpose of this study is to determine the dynamic behavior of soil-pile-structure interaction system considering the underground cavity. For the analysis, a numerical method fur ground response analysis using FE-BE coupling method is developed. The total system is divided into two parts so called far field and near field. The far field is modeled by boundary element formulation using the multi-layered dynamic fundamental solution that satisfied radiational condition of wave. And this is coupled with near field modeled by finite elements. For the verification of dynamic analysis in the frequency domain, both forced vibration analysis and free-field response analysis are performed. The behavior of soil non-linearity is considered using the equivalent linear approximation method. As a result, it is shown that the developed method can be an efficient numerical method to solve the seismic response analysis considering the underground cavity in 2D problem.

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유한요소해석을 이용한 3 차원 전차선로의 동특성 분석 (Dynamic Analysis of a Three-dimensional Catenary System Using the Finite Element Method)

  • 이규호;조용현;정진태
    • 대한기계학회논문집A
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    • 제33권11호
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    • pp.1306-1313
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    • 2009
  • Dynamic and static behaviors of a three-dimensional catenary system for a high-speed railway are analyzed by using the finite element method. Considering tensions in the contact wire and the messenger wire, we drive the equations of motion for the catenary system. These equations are for the longitudinal, transverse, vertical and torsional motions. After establishing the weak form, the weak forms are spatially discretized with newly defined two-node beam elements. With the discretized equations, a finite element computer program is developed for the static and dynamic analyses. The static deflections of the catenary system, which are important for good contact between the pantograph and the contact line, are computed when the gravity is applied. On the other hand, we analyze the natural frequencies and the corresponding natural modes of the catenary system. The dynamic responses of the system are also investigated when applying a load to the contact line. For verification of the developed finite element program, vibrations of the catenary system are measured and they are compared to computed time responses.

과도 안정도 해석 데이터 검증 모듈 개발 (The Development of the Data Verification Module For Transient Stability Analysis)

  • 심규상;황정희;조을성;권세혁;장길수;김태균;추진부
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2004년도 추계학술대회 논문집 전력기술부문
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    • pp.21-23
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    • 2004
  • The purpose of this paper is to explain the techniques of the data verification module achieved while developing a transient stability program which is suitable to korean power system. It concentrates on the concrete explanation about modeling of the dynamic models and the method of the data verification. This proposed module enhances the performance of the developing program. This developing module has been tested with the KEPCO system, and the simulation results obtained from the program are compared to those of commercial programs.

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안드로이드 환경의 다중생체인식 기술을 응용한 인증 성능 개선 연구 (Enhancement of Authentication Performance based on Multimodal Biometrics for Android Platform)

  • 최성필;정강훈;문현준
    • 한국멀티미디어학회논문지
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    • 제16권3호
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    • pp.302-308
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    • 2013
  • 본 논문은 모바일 환경에서의 다중생체인식을 통한 개인인증 시나리오에서 false acceptance rate (FAR)가 향상된 시스템을 제안한다. 다중생체인식을 위하여 얼굴인식과 화자인식을 선택하였으며, 시스템의 인식 시나리오는 다음을 따른다. 얼굴인식을 위하여 Modified census transform (MCT) 기반의 얼굴검출과 k-means 클러스터 분석 (cluster analysis) 알고리즘 기반의 눈 검출을 통해 얼굴영역 전처리를 수행하고, principal component analysis (PCA) 기반의 얼굴인증 시스템을 구현한다. 화자인식을 위하여 음성의 끝점추출과 Mel frequency cepstral coefficient (MFCC) 특징을 추출하고, dynamic time warping (DTW) 기반의 화자 인증 시스템을 구현한다. 그리고 각각의 생체인식을 본 논문에서 제안된 방법을 기반으로 융합하여 인식률을 향상시킨다. 본 논문의 실험은 Android 환경에서 수행하였으며, 구현한 다중생체인식 시스템과 단일생체인식 시스템과의 FAR을 비교하였다. 단일 얼굴인식의 FAR은 4.6%, 단일 화자인식의 FAR은 6.7%로 각각 나타났으며, 제안된 다중생체인식 시스템의 FAR은 1.8%로 크게 감소하였다.

모델 기반 내장형 소프트웨어의 효율적 신뢰성 시험 기법 (An Efficient Software Reliability Testing Method for the Model based Embedded Software)

  • 박장성;조성봉;박현룡;김도완;김성균
    • 한국시뮬레이션학회논문지
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    • 제27권1호
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    • pp.25-32
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    • 2018
  • 본 논문은 모델 기반 내장형 소프트웨어의 자동 생성 코드에 대한 효율적인 신뢰성 시험 절차와 구체화된 동적 시험 방안에 대해서 제시하고 있다. 모델 정적/동적 시험 각각을 코드 정적/동적 시험 전에 수행함으로서 코드 신뢰성 시험 수행의 이점이 있음을 기술하였다. 또한, 모델과 코드의 신뢰성 시험 상관관계를 모델의 경우 Model Advisor와 Verification and Validation tool, 코드의 경우 Polyspace와 LDRA를 이용하여 살펴보고 제시한 절차대로 수행한 신뢰성 시험의 결과를 보여주고 있다.