• Title/Summary/Keyword: 보 변형

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Development of non-fragile $H_{\infty}$ controller design algorithm for singular systems (특이시스템의 비약성 $H_{\infty}$ 제어기 설계 알고리듬 개발)

  • Kim, Jong-Hae
    • Journal of the Institute of Electronics Engineers of Korea SC
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    • v.42 no.6
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    • pp.9-14
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    • 2005
  • In this paper, we consider the synthesis of non-fragile $H_{\infty}$ state feedback controllers for singular systems and static state feedback controller with multiplicative uncertainty. The sufficient condition of controller existence, the design method of non-fragile $H_{\infty}$ controller, and the measure of non-fragility in controller are presented via LMI(linear matrix inequality) technique. Also, the sufficient condition can be rewritten as LMI form in terms of transformed variables through singular value decomposition, some changes of variables, and Schur complements. Therefore, the obtained non-fragile $H_{\infty}$ controller guarantees the asymptotic stability and disturbance attenuation of the closed loop singular systems within a prescribed degree. Moreover, the controller design method can be extended to the problem of robust and non-fragile $H_{\infty}$ controller design method for singular systems with parameter uncertainties. Finally, a numerical example is given to illustrate the design method.

A dynamic resource allocation and call admission control considering 'satisfaction degree of quality of service' for the VBR video sources with QoS constraints (QoS 제약 조건을 갖는 VBR 비디오에 대한 서비스 품질 만족도를 고려한 동적 자원 할당 및 호 수락 제어)

  • Yoo, Sang-Jo;Kim, Seong-Dae
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.38 no.1
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    • pp.1-13
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    • 2001
  • In this paper, we propose a new dynamic bandwidth allocation and call admission control for VBR video sources with QoS constraints to support an efficient resource management and at the same Lime to satisfy the user's quality or service requirements. For the dynamic bandwidth allocation, first the next amount of traffic is predicted using a modified adaptive linear prediction method that considers abrupt scene change effects. And then, we dynamically allocate the necessary bandwidth to each connection based on the currently provided quality degree by the network with respect to the user's QoS requirements in terms of average delay and loss ratio. For the admission control, we determine the acceptance or rejection or a new connection based on the quality satisfaction degrees of the existing connections. Simulation results show that our proposed dynamic schemes are able to provide a stable service, which well meets the user's quality requirements.

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Space-Frequency Adaptive Image Restoration Using Vaguelette-Wavelet Decomposition (공간-주파수 적응적 영상복원을 위한 Vaguelette-Wavelet분석 기술)

  • Jun, Sin-Young;Lee, Eun-Sung;Kim, Sang-Jin;Paik, Joon-Ki
    • Journal of the Institute of Electronics Engineers of Korea SP
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    • v.46 no.6
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    • pp.112-122
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    • 2009
  • In this paper, we present a novel space-frequency adaptive image restoration approach using vaguelette-wavelet decomposition (VWD). The proposed algorithm classifies a degraded image into flat and edge regions by using spatial information of the wavelet coefficient. For reducing the noise we perform an adaptive wavelet shrinkage process. At edge region candidates, we adopt entropy approach for estimating the noise and remove it by using relative between sub-bands. After shrinking wavelet coefficients process, we restore the degraded image using the VWD. The proposed algorithm can reduce the noise without affecting the sharpness details. Based on the experimental results, the proposed algorithm efficiently proved to be able to restore the degraded image while preserving details.

Data Decision Aided Timing Tracker in IR-UWB System using PPM (PPM 변조방식의 IR-UWB 시스템에서 데이터 결정방식을 이용한 타이밍 추적기)

  • Ko, Seok-Jun
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.44 no.1
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    • pp.98-105
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    • 2007
  • In this paper, we propose a timing detector using suboptimal maximum likelihood method. The proposed method has an simple reference signal generator. Additionally, timing detector's gain of the proposed method is the same to Early-Late gate and ML method. We reveal that tracking range of time tracker is narrow because of using data-decision, that is, tracking range is ${\pm}0.06ns$ for the 4-order Gaussian monocycle with 0.7ns pulse width. Therefore we can find that searcher must have very accurate acquisition procedure. When estimating a performance of time tracker, we consider a jitter in transmitter and receiver's pulse generation process as well as background noise. By using computer simulation, we propose mean/variance of timing detector and tracking process. Also we consider a mobility in tracking process, i.e., timing error modeled ramp function. In order to propose a performance of time tracker, we consider only one correlation demodulator.

Development and Characterization of Helium Microwave Plasma Torch (헬륨 마이크로파 플라즈마 토치의 개발과 특성에 관한 연구)

  • Jo, Kyung Hyun;Pak, Yong Nam
    • Journal of the Korean Chemical Society
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    • v.44 no.6
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    • pp.573-580
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    • 2000
  • MPT, which has been developed recently, is very tolerant to aqueous samples. Several types of MPT have been investigated and is found that the double concentric tube could sustain a stable plasma at a low plasma gas flow rate. However, the tip of torch is easily ruined. Triple concentric torch has shown the best stability and the plasma shape, much like that of ICP, especially when the central channel is quartz. The plasma is exposed and mixed with air as is suggested from the background spectrum, which leads to quenching of He MPT. Sensitivity of helium MPT equipped with a membrane desolvator has shown 10 times lower than that of Argon MPT for most of elements except for the ones with relatively high excitation energy. He MPT requires small plasma flow rate (about 1.6 L/min), stable and simple to use. Excitational temperature and electron number density measured are 4950 K and 3.28 ${\times}$ $10^{14}cm^{-3}$, respectively.

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Analysis Study on the Damage of Crack Happening with the Bending at CFRP Plate due to Stacking Angle (적층각도에 따른 CFRP 평판에서의 굽힘으로 발생한 크랙 파손에 관한 해석적 연구)

  • Hwang, Gue-wan;Cho, Jae-ung
    • Journal of the Korea Convergence Society
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    • v.8 no.3
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    • pp.185-190
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    • 2017
  • This study investigates the bending stress, shear stress and deformation energy happening at the inner fiber structure when the bending moment is applied to he specimen with flat shape composed of carbon fiber. As CFRP is composed of innumerable fibers with multi-axes, the stress under bending condition can be effectively distributed. Theses stresses is shown to increase again at the starting point as this angle of $60^{\circ}$. Therefore, the condition at the stacking angle of $60^{\circ}$ is seen to become most adequate under the state where the bending stress happens. On the basis of this study result, the damage property by the bending at the plate due to stacking angle was examined through the analytic approach. it is thought that this study can be devoted to the safe design for damage prevention and durabilty improvement. Also, the esthetic sense can be shown as the designed factor of shape with flat plate is grafted onto the convergence technique.

Effect of fiber volume fraction on the tensile softening behavior of Ultra High Strength Steel Fiber-Reinforced Concrete (섬유혼입률이 초고강도 강섬유 보강 콘크리트의 인장연화거동에 미치는 영향)

  • Kang, Su-Tae;Park, Jung-Jun;Lee, Si-Young;Park, Gun;Hong, Sung-Wook;Kim, Sung-Wook
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.421-424
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    • 2008
  • Ultra high strength steel fiber-reinforced concrete is characterized with high tensile strength and ductility. This paper revealed the influence of fiber volume fraction on the tensile softening behaviour of ultra high strength steel fiber-reinforced concrete and developed tensile softening model to predict the deformation capacity by finite element method analysis with experimental results. The initial stiffness of ultra high strength steel fiber-reinforced concrete was constant irrespective of fiber volume fraction. The increase of fiber volume fraction improved the flexural tensile strength and caused more brittle softening behaviour. Finite element method analysis proposed by Uchida et al. was introduced to obtain the tensile softening curve from three point notched beam test results and we proposed the tensile softening model as a function of fiber volume fraction and critical crack width.

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Evaluation For Mechanical Properties of High strength Concrete by Stressed Test and Tressed Residual Strength Test (설계하중 사전재하 및 잔존강도 시험방법에 따른 고강도콘크리트의 고온특성평가 -제 1보, 강도특성을 중심으로-)

  • Lee, Tae-Gyu;Kim, Young-Sun;Lee, Eui-Bae;Park, Chan-Gyu;Kim, Gyu-Yong;Kim, Moo-Han
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.869-872
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    • 2008
  • Recently, the effects of high temperature on compressive strength, elastic modulus and strain at peak stress of high strength concrete were experimentally investigated. The present study is aimed to study the effect of elevated temperatures ranging from 20 to $700^{\circ}C$ on the material mechanical properties of high-strength concrete of 40, 60, 80MPa grade. In this study, the types of test were the stressed test and stressed residual test that the specimens are subjected to a 25% of ultimate compressive strength at room temperature and sustained during heating and when target temperature is reached, the specimens are loaded to failure. Or specimens are loaded to failure after 24hour cooling time. tests were conducted at various temperatures ($20{\sim}700^{\circ}C$) for concretes made with W/B ratios 46%, 32% and 25%. Test results showed that the relative values of compressive strength and elastic modulus decreased with increasing compressive strength grade of specimen.

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Quantitative comparison of mRNA expression of glucosyltransferase (GTF) between $xylitol-resistant(X^R)$ and $xylitol-sensitive(X^S)$ mutans streptococci (Mutans streptococci의 자일리톨 내성균주와 감성균주의 glucosyltransferase mRNA의 정량적 비교 연구)

  • Lee, MI-Na;Kim, Young-Jae;Lee, Sung-Hoon;Kim, Chong-Chul
    • Journal of the korean academy of Pediatric Dentistry
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    • v.33 no.1
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    • pp.77-84
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    • 2006
  • Since the long-term exposure of mutans streptococci to xylitol is known to select for xylitol-resistant $(X^R)$ natural mutants, the occurrence and survival of such $(X^R)$ strains were performed in batch culture methods. The aim of the study was to compare the differentiation and quantification of mRNA expression of the gtf genes of $X^R\;and\;X^S$ mutans streptococci. Using a real-time reverse-transcription polymerase chain reaction, the expression of each gtf was determined. In $X^R$ strains, the relative levels of transcription of gtfB and gtfC were decreased while that of gtfD was increased, suggesting the presence of independent promoters. It also suggested that mutation related to production of glucosyltransferase occurred under the exposure of xylitol could explain the caries-preventive mechanisms of xylitol.

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A Nonlinear Material Model for Concrete Compression Strength considering confining effect (콘크리트 압축강도에 따른 횡철근 구속효과를 고려한 비선형 재료모델)

  • Park, Jae-Guen;Lee, Heon-Min;Sung, Dae-Jung;Choi, Jung-Ho;Shin, Hyun-Mock
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.04a
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    • pp.261-264
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    • 2008
  • When the concrete is confined to width direction, stress-strain curve of concrete are different from the uniaxial behavior. In case of normal strength concrete, Mander model are used with concrete material model which considers confining effect. Sakino-Sun model showed experimental result of specimen-level and the highest accuracy. Therefore, Normal strength concrete used Mander model. and High strength concrete used Sakino-Sun model. But there are significant differences from actual data when medium strength concrete used Mander or Sakino-Sun model. and Limit scope of maximum or minimum compressive strength of concrete is not clear when applied to two models. Therefore, In this research, material nonlinear model of confined concrete is suggested when concrete which has 30-40MPa's strength is confined to width direction.

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