• Title/Summary/Keyword: 응답국부화

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Comparison Study on Mode and Response Localizations (모드 국부화와 응답 국부화의 비교연구)

  • 하동진;유홍희
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.14 no.6
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    • pp.478-485
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    • 2004
  • Vibration localization characteristics of mistuned repeated structures are investigated. The mistuning often creates significant response discrepancies among subcomponents of a repeated structure. As the result of the discrepancies, critical fatigue often occurs in a repeated structure. Therefore, it is of great importance to predict the vibration response of the mistuned repeated structures accurately. In this paper, a simplified model is employed and dimensionless parameters that influence the localization characteristics are identified. Through parameter study, two localization phenomena are investigated and compared.

Dynamic Response Localization of Simple Periodic Structures Undertaking External Harmonic Forces (조화 외력을 받는 간단한 주기적 구조물의 동적 응답 국부화)

  • 김재영;유홍희
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.11 no.6
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    • pp.175-180
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    • 2001
  • Dynamic response localization of simple mistuned periodic structures is presented in this paper Mistuning in periodic structures can cause forced responses that are much larger than those of perfectly tuned structures. So mistuning results in the critical impact on high cycle fatigue of structures. Thus, it is of great importance to predict the mistuned forced response in an efficient way. In this paper, forced responses of coupled pendulum systems are investigated to identify the localization effect of periodic structures. The effects of mistuning and damping on the maximum forced response are examined. It is found that certain conditions of mistuning and coupling can cause strong localization and the localization becomes significant under weak damping. It is also found that the maximum forced response increases as the number of Periodic structures increases.

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Comparison study on mode and response localization (모드국부화와 응답국부화의 비교연구)

  • 하동진;유홍희
    • Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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    • 2003.11a
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    • pp.704-709
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    • 2003
  • Vibration localization characteristics of repeated mistuned structures are investigated by two ways. The mistuning often creates significant response discrepancies among subcomponents of the repeated structures. As a result of the discrepancies, critical fatigue problems often occur in repeated structures. Therefore, it is of great importance to predict the vibration response of the mistuned repeated structures accurately. In this paper, a simplified model is employed and dimensionless parameters that influence the localization characteristics are first identified. Through the parameter study, the two localization phenomena are investigated and compared.

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The Response Characteristic of Hydrogen Gas Detecting Sensor by Power Transformer doterioration. (전력용 변압기 열화특성에 따른 수소 가스 검출 센서의 응답 특성)

  • Lee H.D.;Lee D.H.;Lee Y.H.;Park K.H.;Ryu K.Y.;Sin Y.S.
    • Proceedings of the KIEE Conference
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    • summer
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    • pp.602-603
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    • 2004
  • 전력용 변압기에 아크나 코로나가 발생하여 국부가열이 존재하면 절연유나 절연지가 분해하여 저분자의 탄화수소, 수소, 탄화가스, 일산화탄소 둥이 발생하여 절연유에 용해된다. 절연유에 용해된 가스를 실시간 분석하여 변압기의 이상을 조기에 발견하여 운전의 효율성을 높이고 고장을 사전에 예방하기 위한 기술이 전개되고 있다. 경제적인 측면에서 단일 수소가스 검출센서가 널리 보급되어 실용화되고 있는 실증이다. 이 논문에서는 전력용 변압기의 국부적 고온인 경우의 가열온도, 가열시간 및 방전에 대하여 수소가스 주도형 센서의 응답특성에 관하여 고찰하였다.

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A Study on the Seismic Evaluation of Steel Piers by Earthquake Response Characterisitcs (지진응답특성에 의한 강재교각의 내진성 평가에 관한 연구)

  • 권영록;손영호;최광규
    • Journal of the Earthquake Engineering Society of Korea
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    • v.4 no.3
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    • pp.45-53
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    • 2000
  • 강재 교각을 갖는 고가교량은 상부구조가 매우 큰 질량을 갖는 거대구조가 되고 규모가 큰 지진운동 하에서 대단히 큰 관성력을 받게 된다. 따라서 탄소성 동적응답 해석에 의해서 강재 교각의 지진거동을 파악하는 것이 필요하다 . 본 연구에서는, 탄소성 동적응답해석을 위한 합리적인 수치해석방법을 제시하고 이를 바탕으로 강재 교각에 대한 내진성 평가를 수행한다. 1995년 고베 지진 시 손상을 받은 강재 교각과 그 이후 재구축된 교각을 모델로 해서 국부좌굴 이전 소성화의 영향만을 고려한 강재 교각의 지진 거동을 파악한다. 입력지진파는 고베 지진시 관측된 Takatori 지진파이고 이를 가속도 진폭 조정하여 사용한다.

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Effect on Drive Point Dynamic Stiffness and Lightweight Chassis Component by using Topology and Topography Optimization (위상 및 형상 최적화기법에 의한 샤시부품의 국부동강성 및 경량화 효과)

  • Park, Jeong-hun;Jeon, Seung-tae;Lee, Tae-jin;Kang, Jeong-dae;Kang, Myung-Chang
    • Journal of the Korean Society of Manufacturing Process Engineers
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    • v.17 no.3
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    • pp.141-147
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    • 2018
  • Recently, interest in customers has shifted to the emotional quality of customers as the driving, handling, and collision stability of automobiles have been greatly improved. The NVH performance of a vehicle is quantified and evaluated from the DPDS. To improve the DPDS, we need to optimize the shape without considering the increases in thickness of the parts or additions to the parts. And at the same time, we need to establish design and analysis processes to satisfy the requirements of the DPDS.

Seismic Response of R/C Structures Subjected to Artificial Ground Motions Compatible with Design Spectrum (설계용 스펙트럼에 적합한 인공지진동을 입력한 철근콘크리트 구조물의 지진응답 특성의 고찰)

  • Jun, Dae-Han;Kang, Ho-Geun
    • Journal of the Earthquake Engineering Society of Korea
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    • v.12 no.1
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    • pp.1-9
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    • 2008
  • In seismic response analysis of building structures, the input ground accelerations have considerable effect on the nonlinear response characteristics of structures. The characteristics of soil and the locality of the site where those ground motions were recorded affect on the contents of earthquake waves. Therefore, it is difficult to select appropriate input ground motions for seismic response analysis. This study describes a generation of artificial earthquake wave compatible with seismic design spectrum, and also evaluates the seismic response values of multistory reinforced concrete structures by the simulated earthquake motions. The artificial earthquake wave are generated according to the previously recorded earthquake waves in past major earthquake events. The artificial wave have identical phase angles to the recorded earthquake wave, and their overall response spectra are compatible with seismic design spectrum with 5% critical viscous damping. The input ground motions applied to this study have identical elastic acceleration response spectra, but have different phase angles. The purpose of this study is to investigate their validity as input ground motion for nonlinear seismic response analysis. As expected, the response quantifies by simulated earthquake waves present better stable than those by real recording of ground motion. It was concluded that the artificial earthquake waves generated in this paper are applicable as input ground motions for a seismic response analysis of building structures. It was also found that strength of input ground motions for seismic analysis are suitable to be normalize as elastic acceleration spectra.

Au-ZnO 나노복합체의 국부화된 플라즈몬 효과에 따른 유기발광소자의 효율 향상

  • Lee, Yong-Hun;Kim, Dae-Hun;Kim, Tae-Hwan
    • Proceedings of the Korean Vacuum Society Conference
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    • 2016.02a
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    • pp.219-219
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    • 2016
  • 유기발광소자는 저전력, 빠른 응답속도, 고휘도 및 자체발광 등의 장점들 때문에 고체 광원과 플렉서블 디스플레이로 연구가 진행되고 있다. 유기발광소자는 유기 발광층을 인광물질로 사용 함으로서 100 % 내부양자 효율을 이루고 있지만 공기와 유리기판의 계면과 유리 기판과 ITO 계면에서 발생하는 내부 전반사 효과와 유기물과 ITO 기판 사이에서 발생하는 웨이브 가이드 효과 등으로 인해 발광량의 약 20 %만을 외부로 추출 할 수 있다. 따라서 유기발광소자의 광 추출 효과를 증가시키기 위해서 소자외부에 아웃커플링 필름 또는 마이크로렌즈 어레이 필름을 부착시키는 방법, 금속 나노 입자를 유기발광소자 내에 삽입하여 표면 플라즈몬 효과로 인한 광추출 효율을 높이는 방법 등이 제시되고 있다. 본 연구에서는 Au-ZnO 나노복합체를 간단한 졸겔법을 이용하여 양극 버퍼층으로 사용하여 그에 따른 계면, 전기적 및 광학적 특성을 분석하였다. Au-ZnO 나노복합체를 포함한 tris(8-hydroxyquinolinato) aluminium (Alq3) 발광층에서 ZnO를 포함한 Alq3 발광층보다 엑시톤 수명이 빠르게 감소하는 것을 시간 관련 단광자 계산(Time-Correlated Single Photon Counting) 측정을 통해서 알 수 있었다. 이러한 결과는 Au 금속 나노입자의 플라즈몬 흡수 파장과 Alq3 발광층에서 생성되는 발광 파장이 겹쳐서 효과적인 공명 에너지 전달효과로 인해 Alq3 발광층의 발광성질이 향상된 것을 의미한다. Au-ZnO 나노복합체와 ZnO 나노입자를 가지는 유기발광소자의 전류 효율은 50 mA/cm2 에서 각각 2.27와 1.83 cd/A 가지는 것으로 확인 되었다. 또한 Au-ZnO 나노복합체와 ZnO 나노입자를 사용한 유기발광소자의 전압-전류밀도가 유사한 것을 확인 할 수 있는데 이는 Au 금속 나노입자가 ZnO 나노입자의 정공 주입능력을 저하시키지 않는 것을 의미한다.

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Image Retrieval using Statistical Property of Projection Vector (투영벡터의 통계적성질을 이용한 영상 검색)

  • 권동현;김용훈;배성포;이태홍
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.25 no.7A
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    • pp.1044-1049
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    • 2000
  • Projection that can be used as a feature for image representation, includes much available informations such as approximated shape and location. But when we retrieve image using it, there are some disadvantage such as requiring much index data and making different length of projected vector for differenr image size. In order to overcome these problems, we propose a method of using block variance for the projected vector. We use block variance of the projection vector to localize the characteristics of image and to reduce the number of index data in database. Proposed algorithm can make use of statistical advantage through database including various size of images and be executed with fast response time in implementation.

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Strain Response Analysis of RC Beams Strengthened with Optical Fiber-embedded CFRP Sheet (광섬유 매립 CFRP 쉬트로 보강한 RC 보의 변형률 응답 분석)

  • Shim, Won-Bo;Hong, Ki-Nam;Yeon, Yeong-Mo;Jung, Kyu-San
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.40 no.4
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    • pp.363-370
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    • 2020
  • This paper reports the results of an experimental study using the BOTDR sensor to detect the unbonded location of attached CFRP sheet for structural rehabilitation. A specimens with the unattached CFRP sheet were fabricated for this study, on which BOTDR sensor was attached with a nylon net. During the flexural test of the specimens, the strain of the CFRP sheet was measured using the BOTDR sensor and electric resistance gauges. From the results, it was confirmed that the strain distribution obtained through the BOTDR sensor can be effectively used to visualize and detect the unbonded position of the CFRP sheet. In addition, In addition, the strain measured by the BOTDR sensor was found to be more effective in analyzing the overall structure behavior than the electric resistance strain gauge. The development of a BOTDR sensor with a measuring longth of less than 100 mm will enable accurate detection of the local unbonded position of the CFRP sheet.